Research/Scholarly/Creative Works

Intellectual Property

• Buchanan A., Pampanin S. and Palermo A. (2015) An engineered wood construction system for high performance structures.Patent No. CA2660466.

• Buchanan A., Pampanin S. and Palermo A. (2015) Engineered wood construction system for high performance structures.Patent No. US 8935892 B2, U.S.A.

• Buchanan A., Pampanin S. and Palermo A. (2014) An engineered wood construction system for high performance structures.Patent No. 5606735.

• Palermo A. and Pampanin S. (2014) Pre-stressed beams or panels.Patent No. CA2909402,, Canada.

• Buchanan A., Pampanin S. and Palermo A. (2006) An Engineered Wood Construction System for High Performance Structures.Patent No. 549029.

• Buchanan AH., Pampanin S. and Palermo A. (2006) An Engineered Wood Construction System for High Performance Structures.Patent No. PCT/NZ2007/00026, New Zealand 549029.

Authored Books

• Pampanin S., Palermo A. and Buchanan A. (2013) Post-Tensioned Timber Buildings - Design Guide. Christchurch: STIC (Structural Timber Innovation Company). 300pp.

• Pampanin S., Palermo AG. and Buchanan A. (2013) Structural Timber Innovation Company Inc. (2013). "Post-Tensioned Timber Buildings - Design Guide. Christchurch: Structural Timber Innovation Company. 278.

Edited Volumes

• Elwood K., Camerio M., Cubrinovski M., Johnston D., Pampanin S. and O'Rourke T. (2014) Earthquake Spectra, 30(1). Special Issue: Canterbury Earthquake Sequence. Oakland: EERI. 605pp.

• Society WGOTNZC. (2010) PRESSS Design Handbook. Auckland: New Zealand Concrete Society.

Chapters

• Pampanin S. (2022) NextGen Building Systems - S⁴: Seismically Safer, Sustainable and Smart - Raising the Bar to Enhance Community Resilience and Sustainability. Springer Proceedings in Earth and Environmental Sciences: 343-362. http://dx.doi.org/10.1007/978-3-031-15104-0_21.

• Pampanin S. (2021) Simplified Analytical/Mechanical Procedure for Post-earthquake Safety Evaluation and Loss Assessment of Buildings. Springer Tracts in Civil Engineering: 3-25. http://dx.doi.org/10.1007/978-3-030-68813-4_1.

• Pampanin S. (2015) Towards the "ultimate earthquake-proof" building: development of an integrated low-damage system. In Ansal A (Ed.), Perspectives on European Earthquake Engineering and Seismology: 321-356. Dordrecht: Springer.

• Elwood K., Pampanin S., Kam WY. and Priestley MJN. (2014) Performance-Based Issues from the 22 February 2011 Christchurch Earthquake. In Fischinger M (Ed.), Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society: 159-175. Netherlands: Springer. http://dx.doi.org/10.1007/978-94-017-8875-5.

• Cubrinovski M., Pampanin S. and Bradley B. (2013) Geotechnical and Structural Aspects of the 2010-2011 Christchurch (New Zealand) Earthquakes. In Garevski M (Ed.), Earthquakes and Health Monitoring of Civil Structures: 1-35. Dordrecht: Springer. http://dx.doi.org/10.1007/978-94-007-5182-8_1.

• Palermo AG., Pampanin S. and Buchanan A. (2013) Part 3 – Gravity Design. Post tensioned timber building design guide - A design guide for Expan multi-storey buildings incorporating PRES-LAM technologySTIC (Structural Timber Innovation Company).

• Marriott D. and Pampanin S. (2010) Part 2 - PRESSS-Technology: Design Example. In Pampanin S; Marriott D; Palermo A (Ed.), PRESSS Design Handbook: 144. Auckland: New Zealand Concrete Society.

• Palermo A. and Pampanin S. (2010) Part 3 - Design Charts. In Pampanin S; Marriott D; Palermo A (Ed.), PRESSS Design Handbook: 51pp. Auckland: New Zealand Concrete Society.

• Palermo AG. and Pampanin S. (2010) “Design Charts” Part III of PRESSS Design Handbook. PRESSS Design HandbookNew Zealand Concrete Society.

• Pampanin S. (2010) Damage-control self-centering structures: From laboratory testing to on-site applications. In Fardis MN (Ed.), Advancements in Performance-Based Earthquake Engineering: 297-308. Athens: Springer. http://dx.doi.org/10.1007/978-90-481-8746-1_28.

• Pampanin S. (2010) Part 1 - Introduction to PRESSS-Technology. In Pampanin S; Marriott D; Palermo A (Ed.), PRESSS Design Handbook: 89pp. Auckland: New Zealand Concrete Society.

• Bull K., Fenwick R. and Pampanin S. (2009) Key Considerations in hollow-core floor performance. In Hopkins D (Ed.), Seismic Performance of Hollow-Core Floor Systems: Guidelines for Design, Assessment and Retrofit: 48-122. Wellington: Department of Building and Housing.

• Pampanin S. (2009) Alternative Performance-Based Retrofit Strategies and Solutions for Existing R.C. Buildings. In Ilki A; Karadogan F; Pala S; Yuksel E (Ed.), Seismic Risk Assessment and Retrofitting - With Special Emphasis on Existing Low Rise Structures: 267-295. London: Springer.

• Deam B. and Pampanin S. (2008) Seismic Design of Lateral Resisting Systems. In Buchanan AH (Ed.), Seismic Design of Lateral Resisting Systems (3rd ed.): 334. Wellington: Timber DEsign Society.

• Pampanin S. (2008) Developments in Seismic Design and Retrofit of Structures: Modern Technology Built on 'Ancient Wisdom'. In Bosher L (Ed.), Hazards and the Built Environment: Attaining Built-in Resilience: 96-123. Abingdon: Taylor & Francis.

• Pampanin S. (2007) Developments in seismic design and retrofit of structures: modern technology built on the ancients’ wisdom. In Lee Bosher (Ed.), Hazards and the Built Environment: Attaining : Attaining Built-in Resilience: 96-123. London: Taylor and Francis.

• Christopoulos C., Filiatrault A. and Pampanin S. (2006) Self-Centering Systems. In Christopoulos C; Filiatrault A (Ed.), Principles of passive supplemental damping and seismic isolation: 480. Pavia: IUSS PRESS.

• Pampanin S. and Park R. (2006) Special provisions for the seismic design of ductile jointed precast concrete structural systems. (Normative) Appendix B. In P3101 CDC (Ed.), NZS 3101:2006 Concrete Code Wellington: Standard New Zealand.

• Pampanin S. and Nishiyama M. (2004) Modeling and analytical methods. In 27 FB (Ed.), State of the art on Seismic Design of Precast Concrete Building Structures: 207-242. Lausanne: International Federation for Structural Concrete.

• Pampanin S. and Nishiyama N. (2003) Modelling and Analytical Methods. In Task G (Ed.), Bulletin 27: Seismic Design of Precast Concrete Building Structures: 207-242. Lausanne: International Federation for Structural Concrete.

Journal Articles

• Bordoni P., Gori S., Akinci A., Visini F., Sgobba S., Pacor F., Cara F., Pampanin S., Milana G. and Doglioni C. (2023) A site-specific earthquake ground response analysis using a fault-based approach and nonlinear modeling: The Case Pente site (Sulmona, Italy). Engineering Geology 314 http://dx.doi.org/10.1016/j.enggeo.2022.106970.

• Brown JR., Li M., Palermo A., Pampanin S. and Sarti F. (2023) Analytical Modeling of Posttensioned C-Shaped CLT Core Walls. Journal of Structural Engineering (United States) 149(3) http://dx.doi.org/10.1061/JSENDH.STENG-11455.

• Ciurlanti J., Bianchi S. and Pampanin S. (2023) Raising the bar in seismic design: cost–benefit analysis of alternative design methodologies and earthquake-resistant technologies. Bulletin of Earthquake Engineering 21(5): 2723-2757. http://dx.doi.org/10.1007/s10518-023-01625-x.

• D’Amore S., Bianchi S., Ciurlanti J. and Pampanin S. (2023) Seismic assessment and finite element modeling of traditional vs innovative point fixed glass facade systems (PFGFS). Bulletin of Earthquake Engineering 21(5): 2657-2689. http://dx.doi.org/10.1007/s10518-023-01622-0.

• Deyanova M., Bellotti D., Nascimbene R. and Pampanin S. (2023) Performance-based assessment of slender reinforced concrete columns typical of precast industrial buildings. Bulletin of Earthquake Engineering 21(1): 433-471. http://dx.doi.org/10.1007/s10518-022-01542-5.

• Fusco D., Addessi D., Messali F., Rots JG. and Pampanin S. (2023) An Analytical and Numerical Approach for Shear Failure of Pier-Wall Connections in Typical Dutch URM Buildings. International Journal of Architectural Heritage 17(1): 170-189. http://dx.doi.org/10.1080/15583058.2022.2122762.

• Pampanin S., Ciurlanti J., Bianchi S., Perrone D., Granello G., Palmieri M., Grant DN., Palermo A., Costa AC. and Candeias PX. (2023) Triaxial shake table testing of an integrated low-damage building system. Earthquake Engineering and Structural Dynamics 52(10): 2983-3007. http://dx.doi.org/10.1002/eqe.3906.

• Pedone L. and Pampanin S. (2023) Displacement incompatibility shape functions between masonry infill wall panels and reinforced concrete frames. Bulletin of Earthquake Engineering 21(5): 2845-2875. http://dx.doi.org/10.1007/s10518-023-01634-w.

• Pedone L., Gentile R., Galasso C. and Pampanin S. (2023) Energy-based procedures for seismic fragility analysis of mainshock-damaged buildings. Frontiers in Built Environment 9 http://dx.doi.org/10.3389/fbuil.2023.1183699.

• Pedone L., Molaioni F., Vallati A. and Pampanin S. (2023) Energy refurbishment planning of Italian school buildings using data-driven predictive models. Applied Energy 350 http://dx.doi.org/10.1016/j.apenergy.2023.121730.

• Quintana Gallo P., Akguzel U., Carr AJ. and Pampanin S. (2023) Experimental response of a substandard RC frame building retrofitted with GFRP sheets and slab-weakening subjected to earthquake motions. Bulletin of Earthquake Engineering 21(2): 893-925. http://dx.doi.org/10.1007/s10518-022-01560-3.

• Rojas D., Quintana Gallo P., Pürgstaller A., Bianchi S., Ciurlanti J., Pampanin S. and Bergmeister K. (2023) Influence of the anchorage shear hysteresis on the seismic response of nonstructural components in RC buildings. Bulletin of Earthquake Engineering 21(7): 3399-3432. http://dx.doi.org/10.1007/s10518-023-01642-w.

• Sansoni C., da Silva LCM., Marques R., Pampanin S. and Lourenço PB. (2023) SLaMA-URM method for the seismic vulnerability assessment of UnReinforced Masonry structures: Formulation and validation for a substructure. Journal of Building Engineering 63 http://dx.doi.org/10.1016/j.jobe.2022.105487.

• Bianchi S. and Pampanin S. (2022) Fragility Functions for Architectural Nonstructural Components. Journal of Structural Engineering (United States) 148(10) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003352.

• Bianchi S., Ciurlanti J., Overend M. and Pampanin S. (2022) A probabilistic-based framework for the integrated assessment of seismic and energy economic losses of buildings. Engineering Structures 269 http://dx.doi.org/10.1016/j.engstruct.2022.114852.

• Brown J., Li M., Palermo A., Pampanin S., Sarti F. and Nokes R. (2022) Experimental Testing and Analytical Modelling of Single and Double Post-Tensioned CLT Shear Walls. Engineering Structures 256 114065 http://dx.doi.org/10.1016/j.engstruct.2022.114065.

• Ciurlanti J., Bianchi S., Pürgstaller A., Gallo PQ., Bergmeister K. and Pampanin S. (2022) Shake table tests of concrete anchors for non-structural components including innovative and alternative anchorage detailing. Bulletin of Earthquake Engineering 20(8): 3971-3993. http://dx.doi.org/10.1007/s10518-022-01359-2.

• Dashti F., Dhakal RP. and Pampanin S. (2022) Out-of-Plane Response of In-Plane-Loaded Ductile Structural Walls: State-of-the-Art and Classification of the Observed Mechanisms. Journal of Earthquake Engineering 26(3): 1325-1346. http://dx.doi.org/10.1080/13632469.2020.1713928.

• Fusco D., Messali F., Rots JG., Addessi D. and Pampanin S. (2022) Numerical issues on brittle shear failure of pier-wall continuous vertical joints in URM dutch buildings. Engineering Structures 258 http://dx.doi.org/10.1016/j.engstruct.2022.114078.

• Gentile R., Pampanin S. and Galasso C. (2022) A computational framework for selecting the optimal combination of seismic retrofit and insurance coverage. Computer-Aided Civil and Infrastructure Engineering 37(8): 956-975. http://dx.doi.org/10.1111/mice.12778.

• Loporcaro G., Cuevas A., Pampanin S. and Kral MV. (2022) Strain-ageing effects on the residual low-cycle fatigue life of low-carbon steel reinforcement. Materials and Structures/Materiaux et Constructions 55(2) http://dx.doi.org/10.1617/s11527-022-01885-0.

• Niroomandi A., Pampanin S., Dhakal RP. and Soleymani Ashtiani M. (2022) Seismic Behavior of Rectangular Reinforced Concrete Walls Prone to Out-of-Plane Shear-Axial Failure under Bidirectional Loading. Journal of Structural Engineering (United States) 148(10) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003467.

• Niroomandi A., Pampanin S., Dhakal RP., Ashtiani MS. and Torre CDL. (2022) Out-of-plane shear-axial failure in slender rectangular reinforced concrete walls. Earthquake Engineering and Structural Dynamics 51(10): 2426-2448. http://dx.doi.org/10.1002/eqe.3670.

• Nuzzo I., Caterino N. and Pampanin S. (2022) Seismic Design Framework Based on Loss-performance Matrix. Journal of Earthquake Engineering 26(8): 4325-4345. http://dx.doi.org/10.1080/13632469.2020.1828201.

• Pedone L., Bianchi S., Giovinazzi S. and Pampanin S. (2022) A Framework and Tool for Knowledge-Based Seismic Risk Assessment of School Buildings: SLaMA-School. Sustainability (Switzerland) 14(16) http://dx.doi.org/10.3390/su14169982.

• Quintana Gallo P., Akguzel U., Carr AJ. and Pampanin S. (2022) Seismic response of a non-ductile RC frame building subjected to shake-table excitations. Bulletin of Earthquake Engineering 20(1): 517-545. http://dx.doi.org/10.1007/s10518-021-01228-4.

• Rossi A., Del Vecchio C. and Pampanin S. (2022) Influence of earthquake damage and repair interventions on expected annual losses of reinforced concrete wall buildings. Earthquake Spectra 38(3): 2026-2060. http://dx.doi.org/10.1177/87552930211072878.

• Bianchi S., Ciurlanti J. and Pampanin S. (2021) Comparison of traditional vs low-damage structural and non-structural building systems through a cost/performance-based evaluation. Earthquake Spectra 37(1): 366-385. http://dx.doi.org/10.1177/8755293020952445.

• Bianchi S., Ciurlanti J., Perrone D., Filiatrault A., Costa AC., Candeias PX., Correia AA. and Pampanin S. (2021) Shake-table tests of innovative drift sensitive nonstructural elements in a low-damage structural system. Earthquake Engineering and Structural Dynamics 50(9): 2398-2420. http://dx.doi.org/10.1002/eqe.3452.

• Brown J., Li M., Palermo A., Pampanin S. and Sarti F. (2021) Experimental Testing of a Low-Damage Post-Tensioned C-shaped CLT Core-Wall. Journal of Structural Engineering 147(3) http://dx.doi.org/10.1061/(asce)st.1943-541x.0002926.

• Dashti F., Dhakal RP. and Pampanin S. (2021) Design recommendations to prevent global out-of-plane instability of rectangular reinforced concrete ductile walls. Bulletin of the New Zealand Society for Earthquake Engineering 54(3): 211-227. http://dx.doi.org/10.5459/bnzsee.54.3.211-227.

• Gentile R., del Vecchio C., Pampanin S., Raffaele D. and Uva G. (2021) Refinement and Validation of the Simple Lateral Mechanism Analysis (SLaMA) Procedure for RC Frames. Journal of Earthquake Engineering 25(7): 1227-1255. http://dx.doi.org/10.1080/13632469.2018.1560377.

• Gentile R., Galasso C. and Pampanin S. (2021) Material Property Uncertainties versus Joint Structural Detailing: Relative Effect on the Seismic Fragility of Reinforced Concrete Frames. Journal of Structural Engineering (United States) 147(4) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002917.

• Iqbal A., Pampanin S. and Buchanan A. (2021) A General Design Approach for Post-tensioned Timber Subassemblies. Journal of Earthquake Engineering 25(14): 2955-2970. http://dx.doi.org/10.1080/13632469.2019.1659880.

• Niroomandi A., Pampanin S., Dhakal RP., Ashtiani MS. and Nokes R. (2021) Experimental study on the effects of bi-directional loading pattern on rectangular reinforced concrete walls. Earthquake Engineering and Structural Dynamics 50(7): 2010-2030. http://dx.doi.org/10.1002/eqe.3433.

• Dashti F., Dhakal RP. and Pampanin S. (2020) A parametric study on out-of-plane instability of doubly reinforced structural walls. Part I: FEM predictions. Bulletin of Earthquake Engineering 18(8): 3747-3780. http://dx.doi.org/10.1007/s10518-020-00828-w.

• Dashti F., Tripathi M., Dhakal RP. and Pampanin S. (2020) A parametric study on out-of-plane instability of doubly reinforced structural walls. Part II: Experimental investigation. Bulletin of Earthquake Engineering 18(11): 5193-5220. http://dx.doi.org/10.1007/s10518-020-00898-w.

• Del Vecchio C., Gentile R., Di Ludovico M., Uva G. and Pampanin S. (2020) Implementation and Validation of the Simple Lateral Mechanism Analysis (SLaMA) for the Seismic Performance Assessment of a Damaged Case Study Building. Journal of Earthquake Engineering 24(11): 1771-1802. http://dx.doi.org/10.1080/13632469.2018.1483278.

• Granello G. and Palermo A. (2020) Fragility based methodology for evaluating time-dependent seismic performance of post-tensioned Timber Frames. Earthquake Spectra 36(1): 322-352. http://dx.doi.org/10.1177/8755293019878196.

• Granello G., Palermo A., Pampanin S., Pei S. and Van De Lindt J. (2020) Pres-Lam Buildings: State-of-the-Art. Journal of Structural Engineering (United States) 146(6) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002603.

• Hazaveh NK., Chase JG., Rodgers GW., Pampanin S. and Kordani R. (2020) Seismic Behavior of a Self-Centering System with 2–4 Viscous Damper. Journal of Earthquake Engineering 24(3): 470-484. http://dx.doi.org/10.1080/13632469.2018.1453415.

• Miliziano A., Granello G., Palermo A. and Pampanin S. (2020) Overview of Connection Detailing for Post-tensioned Dissipative Timber Frames. Structural Engineering International 30(2): 209-216. http://dx.doi.org/10.1080/10168664.2020.1736968.

• Pürgstaller A., Quintana Gallo P., Pampanin S. and Bergmeister K. (2020) Seismic demands on nonstructural components anchored to concrete accounting for structure-fastener-nonstructural interaction (SFNI). Earthquake Engineering and Structural Dynamics 49(6): 589-606. http://dx.doi.org/10.1002/eqe.3255.

• Shegay A., Dashti F., Hogan L., Lu Y., Niroomandi A., Seifi P., Zhang T., Dhakal R., Elwood K. and Henry R. (2020) Research Programme on Seismic Performance of Reinforced Concrete Walls: Key Recommendations. Bulletin of the New Zealand Society for Earthquake Engineering 52(3): 54-69. http://dx.doi.org/10.5459/bnzsee.53.2.54-69.

• Chang TL., Lee CL., Carr AJ., Dhakal RP. and Pampanin S. (2019) A new drilling quadrilateral membrane element with high coarse-mesh accuracy using a modified Hu-Washizu principle. International Journal for Numerical Methods in Engineering 119(7): 639-660. http://dx.doi.org/10.1002/nme.6066.

• Dashti F., Dhakal RP. and Pampanin S. (2019) A parametric investigation on applicability of the curved shell finite element model to nonlinear response prediction of planar RC walls. Bulletin of Earthquake Engineering 17(12): 6515-6546. http://dx.doi.org/10.1007/s10518-019-00582-8.

• Di Cesare A., Ponzo FC., Lamarucciola N., Nigro D. and Pampanin S. (2019) Dissipative bracing system for post-tensioned timber framed buildings: Experimental testing of U-shape hysteretic dampers. Ingegneria Sismica 36(3): 38-54.

• Di Cesare A., Ponzo FC., Pampanin S., Smith T., Nigro D. and Lamarucciola N. (2019) Displacement based design of post-tensioned timber framed buildings with dissipative rocking mechanism. Soil Dynamics and Earthquake Engineering 116: 317-330. http://dx.doi.org/10.1016/j.soildyn.2018.10.019.

• Gentile R., Pampanin S., Raffaele D. and Uva G. (2019) Analytical seismic assessment of RC dual wall/frame systems using SLaMA: Proposal and validation. Engineering Structures 188: 493-505. http://dx.doi.org/10.1016/j.engstruct.2019.03.029.

• Gentile R., Pampanin S., Raffaele D. and Uva G. (2019) Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 1—mechanical interpretation of the infill/frame interaction and formulation of the procedure. Bulletin of Earthquake Engineering 17(6): 3283-3304. http://dx.doi.org/10.1007/s10518-019-00580-w.

• Gentile R., Pampanin S., Raffaele D. and Uva G. (2019) Non-linear analysis of RC masonry-infilled frames using the SLaMA method: part 2—parametric analysis and validation of the procedure. Bulletin of Earthquake Engineering 17(6): 3305-3326. http://dx.doi.org/10.1007/s10518-019-00584-6.

• Loporcaro G., Pampanin S. and Kral MV. (2019) Long-term strain-ageing effects on low-carbon steel reinforcement. Construction and Building Materials 228 http://dx.doi.org/10.1016/j.conbuildmat.2019.07.332.

• Malek A., Scott A., Pampanin S. and Hoult NA. (2019) Postyield Bond Deterioration and Damage Assessment of RC Beams Using Distributed Fiber-Optic Strain Sensing System. Journal of Structural Engineering (United States) 145(4) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002286.

• Quintana Gallo P., Moghaddasi M., Pampanin S. and Carr AJ. (2019) Hysteresis model for concrete anchors subjected to shear loading. ACI Structural Journal 116(1): 5-16. http://dx.doi.org/10.14359/51711134.

• Dashti F., Dhakal R. and Pampanin S. (2018) Validation of a Numerical Model for Prediction of Out-of-plane Instability in Ductile Structural Walls under Concentric In-plane Cyclic Loading. Journal of Structural Engineering 144(6) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002013.

• Dashti F., Dhakal RP. and Pampanin S. (2018) Blind prediction of in-plane and out-of-plane responses for a thin singly reinforced concrete flanged wall specimen. Bulletin of Earthquake Engineering 16(1): 427-458. http://dx.doi.org/10.1007/s10518-017-0211-x.

• Dashti F., Dhakal RP. and Pampanin S. (2018) Evolution of out-of-plane deformation and subsequent instability in rectangular RC walls under in-plane cyclic loading: Experimental observation. Earthquake Engineering and Structural Dynamics 47(15): 2944-2964. http://dx.doi.org/10.1002/eqe.3115.

• Del Vecchio C., Di Ludovico M., Pampanin S. and Prota A. (2018) Repair costs of existing rc buildings damaged by the l’aquila earthquake and comparison with FEMA P-58 predictions. Earthquake Spectra 34(1): 237-263. http://dx.doi.org/10.1193/122916EQS257M.

• Granello G., Leyder C., Palermo AG., Frangi A. and Pampanin S. (2018) Design Approach to Predict Post-Tensioning Losses in Post-Tensioned Timber Frames. Journal of Structural Engineering 144(8) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002101.

• Hazaveh NK., Rodgers GW., Chase JG. and Pampanin S. (2018) Passive direction displacement dependent damping (D3) device. Bulletin of the New Zealand Society for Earthquake Engineering 51(2): 105-112.

• Iqbal A., Fragiacomo M., Pampanin S. and Buchanan A. (2018) Seismic resilience of plywood-coupled LVL wall panels. Engineering Structures 167: 750-759. http://dx.doi.org/10.1016/j.engstruct.2017.09.053.

• Ligabue V., Pampanin S. and Savoia M. (2018) Seismic performance of alternative risk-reduction retrofit strategies to support decision making. Bulletin of Earthquake Engineering 16(7): 3001-3030. http://dx.doi.org/10.1007/s10518-017-0291-7.

• Loporcaro G., Pampanin S. and Kral MV. (2018) Estimating Plastic Strain and Residual Strain Capacity of Earthquake-Damaged Steel Reinforcing Bars. Journal of Structural Engineering 144(5) 04018027: 9. http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001982.

• Malek A., Andisheh K., Scott A., Pampanin S., MacRae G. and Palermo AG. (2018) Residual capacity and permeability-based damage assessment of concrete in damaged RC columns. Journal of Materials in Civil Engineering 30(6) http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0002312.

• Malek A., Scott A., Pampanin S., MacRae G. and Marx S. (2018) Residual capacity and permeability-based damage assessment of concrete under low-cycle fatigue. Journal of Materials in Civil Engineering 30(6) http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0002248.

• Marreiros R., Lúcio V. and Pampanin S. (2018) Development of steel angles as energy dissipation devices for rocking connections. Structural Concrete 19(6): 1657-1671. http://dx.doi.org/10.1002/suco.201700178.

• Millen MDL., Pampanin S. and Cubrinovski M. (2018) Displacement-based design of soil-foundation-structure systems. University of Oxford : 1-39. http://dx.doi.org/10.1680/jgeen.17.00196.

• Moroder D., Smith T., Dunbar A., Pampanin S. and Buchanan A. (2018) Seismic testing of post-tensioned Pres-Lam core walls using cross laminated timber. Engineering Structures 167: 639-654. http://dx.doi.org/10.1016/j.engstruct.2018.02.075.

• Quintana Gallo P., Moghaddasi M., Pampanin S. and Bergmeister K. (2018) Shake table tests of post-installed anchors with supplemental damping. ACI Structural Journal 115(3): 595-606. http://dx.doi.org/10.14359/51701297.

• Tasligedik AS., Akguzel U., Kam WY. and Pampanin S. (2018) Strength Hierarchy at Reinforced Concrete Beam-Column Joints and Global Capacity. Journal of Earthquake Engineering 22(3): 454-487. http://dx.doi.org/10.1080/13632469.2016.1233916.

• Dashti F., Dhakal R. and Pampanin S. (2017) Blind prediction of the response of a thin singly reinforced concrete flanged wall. Bulletin of Earthquake Engineering.

• Dashti F., Dhakal R. and Pampanin S. (2017) Tests on slender ductile structural walls designed according to New Zealand Standard. Bulletin of the New Zealand Society for Earthquake Engineering 50(4): 504-516.

• Dashti F., Dhakal RP. and Pampanin S. (2017) Numerical Modeling of Rectangular Reinforced Concrete Structural Walls. Journal of Structural Engineering (United States) 143(6) 04017031: 14. http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001729.

• Di Cesare A., Ponzo FC., Nigro D., Pampanin S. and Smith T. (2017) Shaking table testing of post-tensioned timber frame building with passive energy dissipation systems. Bulletin of Earthquake Engineering 15(10): 4475-4498. http://dx.doi.org/10.1007/s10518-017-0115-9.

• Granello G., Giorgini S., Palermo A., Carradine D., Pampanin S. and Finch R. (2017) Long-Term Behavior of LVL Posttensioned Timber Beams. Journal of Structural Engineering (United States) 143(12) 04017158: 9. http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001907.

• Granello G., Giorgini S., Palermo AG., Carradine D., pampanin S. and Finch R. (2017) Long-Term Behavior of LVL Post-Tensioned Timber Beams. Journal of Structural Engineering.

• Granello G., Palermo AG., pampanin S., Smith T. and Sarti F. (2017) The Implications of Post-tensioning Losses on the Seismic Response of PresLam Frames. Bulletin of the New Zealand National Society for Earthquake Engineering. 51.

• Hazaveh NK., Rodgers GW., Chase JG. and Pampanin S. (2017) Reshaping structural hysteresis response with semi-active viscous damping. Bulletin of Earthquake Engineering 15(4): 1789-1806. http://dx.doi.org/10.1007/s10518-016-0036-z.

• Hazaveh NK., Rodgers GW., Geoffrey Chase J. and Pampanin S. (2017) Experimental test and validation of a direction- and displacement-dependent viscous damper. Journal of Engineering Mechanics 143(11) 04017132 http://dx.doi.org/10.1061/(ASCE)EM.1943-7889.0001354.

• Lago BD., Dibenedetto C., Palermo A., Pampanin S., Giorgini S., Buchanan AH. and Carradine D. (2017) Structural behavior of longitudinally posttensioned timber beams under serviceability gravity loading. Journal of Structural Engineering (United States) 143(8) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001800.

• Malek A., Scott A., Pampanin S. and MacRae G. (2017) Post-event damage assessment of concrete using the fluorescent microscopy technique. Cement and Concrete Research 102: 203-211. http://dx.doi.org/10.1016/j.cemconres.2017.09.015.

• Millen MDL., Cubrinovski M., Pampanin S. and Carr AJ. (2017) A macro-element for the modelling of shallow foundation deformations under seismic load. Soil Dynamics and Earthquake Engineering 106: 101-112. http://dx.doi.org/10.1016/j.soildyn.2017.12.001.

• Moroder D., Pampanin S., Palermo A., Smith T., Sarti F. and Buchanan A. (2017) Diaphragm connections in structures with rocking timber walls. Structural Engineering International 27(2): 165-174. http://dx.doi.org/10.2749/101686617X14881932435574.

• Palermo A., Liu R., Rais A., McHaffie B., Andesheh K., Pampanin S., Gentile R., Nuzzo I., Granerio M. and Loporcaro G. (2017) Performance of road bridges during the 14 November 2016 Kaikoura Earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 50(2): 253-270.

• Ponzo FC., Di Cesare A., Lamarucciola N., Nigro D. and Pampanin S. (2017) Modelling of post-tensioned timber-framed buildings with seismic rocking mechanism at the column-foundation connections. International Journal of Computational Methods and Experimental Measurements 5(6): 966-978. http://dx.doi.org/10.2495/CMEM-V5-N6-966-978.

• Sarti F., Palermo A., Pampanin S. and Berman J. (2017) Determination of the seismic performance factors for post-tensioned rocking timber wall systems. Earthquake Engineering and Structural Dynamics 46(2): 181-200. http://dx.doi.org/10.1002/eqe.2784.

• Tasligedik AS. and Pampanin S. (2017) Rocking Cantilever Clay Brick Infill Wall Panels: A Novel Low Damage Infill Wall System. Journal of Earthquake Engineering 21(7): 1023-1049. http://dx.doi.org/10.1080/13632469.2016.1190797.

• Dashti F., Dhakal R. and Pampanin S. (2016) Simulation of out-of-plane instability in rectangular RC structural walls subject to in-plane loading. ASCE Journal of Structural Engineering (under review).

• Dhakal RP., Pourali A., Tasligedik S., Yeow T., Baird A., MacRae GA., Pampanin S. and Palermo A. (2016) Seismic performance of non-structural components and contents in buildings: an overview of NZ research. Earthquake Engineering and Engineering Vibration 15(1): 1-17.

• Holden T., Devereux C., Haydon S., Buchanan A. and Pampanin S. (2016) NMIT Arts & Media Building—Innovative structural design of a three storey post-tensioned timber building. Case Studies in Structural Engineering 6: 76-83. http://dx.doi.org/10.1016/j.csse.2016.06.003.

• Iqbal A., Smith T., Pampanin S., Fragiacomo M., Palermo A. and Buchanan AH. (2016) Experimental Performance and Structural Analysis of Plywood-Coupled LVL Walls. ASCE Journal of Structural Engineering: Special Issue on Seismic Resistant Timber Structures 142(2) 4015123 http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001383.

• Kh Hazaveh N., Rodgers GW., Pampanin S. and Chase JG. (2016) Damping reduction factors and code-based design equation for structures using semi-active viscous dampers. Earthquake Engineering and Structural Dynamics 45(15): 2533-2550. http://dx.doi.org/10.1002/eqe.2782.

• Pietra D., Pampanin S., Mayes RL., Wetzel NG. and Feng D. (2016) Design of base-isolated buildings: An overview of international codes. Bulletin of the New Zealand Society for Earthquake Engineering (in press).

• Sarti F., Palermo A. and Pampanin S. (2016) Development and testing of an alternative dissipative posttensioned rocking timber wall with boundary columns. Journal of Structural Engineering 142(4) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001390.

• Sarti F., Palermo A. and Pampanin S. (2016) Experimental calibration of parallel-to-grain strain penetration length for internal epoxied bars. Construction and Building Materials http://dx.doi.org/10.1016/j.conbuildmat.2016.03.009.

• Sarti F., Palermo A. and Pampanin S. (2016) Fuse-Type External Replaceable Dissipaters: Experimental Program and Numerical Modeling. Journal of Structural Engineering 142(12) 04016134 http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001606.

• Sarti F., Palermo A. and Pampanin S. (2016) Quasi-Static Cyclic Testing of Two-Thirds Scale Unbonded Posttensioned Rocking Dissipative Timber Walls. Journal of Structural Engineering 142(4) E4015005: 14. http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001291.

• Smith T., Watson C., Moroder D., Pampanin S. and Buchanan A. (2016) Lateral performance of a Pres-Lam frame designed for gravity loads. Engineering Structures 122: 33-41. http://dx.doi.org/10.1016/j.engstruct.2016.05.005.

• Bocchini GM., Giovinazzi S., Pomonis A., Pampanin S., Ingham JM. and King A. (2015) New Zealand contributions to the global earthquake model’s earthquake consequences database (GEMECD). Bulletin of the New Zealand Society for Earthquake Engineering 48(4): 245-263.

• Hazaveh NK., Chase JG., Rodgers GW. and Pampanin S. (2015) Smart Semi-Active MR Damper to Control the Structural Response. Bulletin of the New Zealand Society for Earthquake Engineering 48(4): 235-244.

• Iqbal A., Pampanin S., Palermo A. and Buchanan AH. (2015) Performance and design of LVL walls coupled with UFP dissipaters. Journal of Earthquake Engineering 19(3): 383-409. http://dx.doi.org/10.1080/13632469.2014.987406.

• Mahrenholtz C., Akguzel U., Eligehausen R. and Pampanin S. (2015) New Design Methodology for Seismic Column-to-Foundation Anchorage Connections Discussion. ACI STRUCTURAL JOURNAL 112(4): 527-527.

• Moghaddasi M., MacRae GA., Chase JG., Cubrinovski M. and Pampanin S. (2015) Seismic Design of Yielding Structures on Flexible Foundations. Earthquake Engineering and Structural Dynamics 44(11): 1805-1821. http://dx.doi.org/10.1002/eqe.2556.

• Tasligedik AS., Pampanin S. and Palermo A. (2015) Low-damage Seismic Solutions for non-structural drywall partitions. Bulletin of Earthquake Engineering 13(4): 1029-1050. http://dx.doi.org/10.1007/s10518-014-9654-5.

• Baird A., Tasligedik AS., Palermo A. and Pampanin S. (2014) Seismic Performance of Vertical Nonstructural Components in the 22nd February 2011 Christchurch Earthquake, Earthquake. Earthquake Spectra 30(1): 401-425. http://dx.doi.org/10.1193/031013EQS067M.

• Dashti F., Dhakal RP. and Pampanin S. (2014) Comparative in-plane pushover response of a typical RC rectangular wall designed by different standards. Earthquake and Structures 7(5): 667-689. http://dx.doi.org/10.12989/eas.2014.7.5.667.

• Eligehausen R., Mahrenholtz C., Akguzel U. and Pampanin S. (2014) Bridging the gap between design provisions for connections using anchorage or strut- and tie models. ACI Structural Journal, Special Publication SP-296: 1-16.

• Elwood KJ., Comerio M., Cubrinovski M., Davis CA., Johnston D., O'Rourke TD. and Pampanin S. (2014) Earthquake Spectra: Preface. Earthquake Spectra 30(1): vii-ix. http://dx.doi.org/10.1193/8755-2930-30.1.fmi.

• Elwood KJ., Comerio M., Cubrinovski M., Davis CA., Johnston D., O'Rourke TD. and Pampanin S. (2014) Preface. Earthquake Spectra 30(1).

• Elwood KJ., Comerio M., Cubrinovski M., Davis CA., Johnston D., O'Rourke TD. and Pampanin S. (2014) Special Issue on the 2010-2011 Canterbury Earthquake Sequence PREFACE. EARTHQUAKE SPECTRA 30(1): VII-IX.

• Elwood KJ., Pampanin S., Kam WY. and Priestley N. (2014) Performance-Based Issues from the 22 February 2011 Christchurch Earthquake. Geotechnical, Geological and Earthquake Engineering 32: 159-175. http://dx.doi.org/10.1007/978-94-017-8875-5_12.

• Fleischman R., Restrepo JI., Pampanin S., Maffei JR., Seeber K. and Zahn FA. (2014) Damage Evaluations of Precast Concrete Structures in the 2010-2011 New Zealand Earthquakes. Earthquake Spectra 30(1): 277-306. http://dx.doi.org/10.1193/031213EQS068M.

• Iqbal A., Pampanin S., Palermo A. and Buchanan A. (2014) Behaviour of Post-tensioned Timber Columns under Bi-directional Seismic Loading. Bulletin of New Zealand Society for Earthquake Engineering 47(1): 41-53.

• Leon R., Kam WY. and Pampanin S. (2014) Performance of Beam-Column joints in the 2010-2011 Christchurch Earthquakes. ACI Structural Journal, Special Publication SP-296-3: 1-20.

• Mahrenholtz C., Akguzel U., Eligehausen R. and Pampanin S. (2014) New Design Methodology for Seismic Column-to-Foundation Anchorage Connections. ACI Structural Journal 111(5): 1179-1190.

• Ronca P., Crespi P., Bonardi D., Palermo A. and Pampanin S. (2014) High performance wooden building subjected to seismic action. International Journal for Housing Science and Its Applications 38(3): 161-172.

• Sharma A., Reddy GR., Eligehausen R., Genesio G. and Pampanin S. (2014) Seismic Response of RC Frames with Haunch Retrofit Solution. ACI Structural Journal 111(3): 673-684.

• Sharma A., Reddy GR., Eligehausen R., Genesio G. and Pampanin S. (2014) Seismic response of reinforced concrete frames with haunch retrofit solution. ACI Structural Journal 111(3): 673-684. http://dx.doi.org/10.14359/51686625.

• Smith T., Ponzo F., Di Cesare A., Pampanin S., Carradine D., Buchanan A. and Nigro D. (2014) Post-Tensioned Glulam Beam-Column Joints with Advanced Damping Systems: Testing and Numerical Analysis. Journal of Earthquake Engineering 18(1): 147-167.

• Akguzel U. and Pampanin S. (2012) Assessment and Design Procedure for the Seismic Retrofit of Reinforced Concrete Beam-Column Joints using FRP Composite Materials. Journal of Composites for Construction 16(1): 21-34. http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000242.

• Baird A., Palermo A. and Pampanin S. (2012) Façade damage assessment of concrete buildings in the 2011 Christchurch earthquake. Structural Concrete 13(1): 3-13. http://dx.doi.org/10.1002/suco.201100040.

• Brignola A., Pampanin S. and Podestà S. (2012) Experimental evaluation of the in-plane stiffness of timber diaphragms. Earthquake Spectra 28(4): 1687-1709. http://dx.doi.org/10.1193/1.4000088.

• Moghadassi M., Cubrinovski M., Chase JG., Pampanin S. and Carr AJ. (2012) Stochastic quantification of soil-shallow foundation-structure interaction. Journal of Earthquake Engineering 16(6): 820-850. http://dx.doi.org/10.1080/13632469.2012.661122.

• Moghaddasi M., Chase JG., Cubrinovski M., Pampanin S. and Carr A. (2012) Sensitivity analysis for soil-structure interaction phenomenon using stochastic approach. Journal of Earthquake Engineering 16(7): 1055-1075. http://dx.doi.org/10.1080/13632469.2012.677570.

• Muir C., Bull D. and Pampanin S. (2012) Preliminary Observations From Biaxial Testing Of A Two-Storey, Two-By-One Bay, Reinforced Concrete Slotted Beam Superassembly. Bulletin of the New Zealand Society of Earthquake Engineering 45(3): 97-104.

• Pampanin S. (2012) Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems - from theory to practice. Bulletin of the New Zealand Society for Earthquake Engineering 45(4): 137-160.

• Tasligedik AS., Pampanin S. and Palermo A. (2012) Damage states and cyclic behaviour of drywalls infilled within RC frames. Bulletin of the New Zealand Society of Earthquake Engineering 45(2): 84-94.

• Baird A., Palermo A. and Pampanin S. (2011) Facade Damage Assessment of Multi-storey Buildings in the 2011 Christchurch Earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 44(4): 368-377.

• Baird A., Palermo A., Pampanin S. and Riccio P. (2011) Focusing on reducing the earthquake damage to Façade Systems. Bulletin of New Zealand Society of Earthquake Engineering 44(2): 108-120.

• Buchanan AH., Palermo A., Carradine DM. and Pampanin S. (2011) Post-Tensioned Timber Frame Buildings. The Structural Engineer 89(17): 24-30.

• Kam WY. and Pampanin S. (2011) Seismic Performance of RC Buildings in the 22 February 2011 Christchurch Earthquake. Structural Concrete, the Journal of fib 12(4): 223-233. http://dx.doi.org/10.1002/suco.201100044.

• Kam WY., Pampanin S. and Elwood K. (2011) Seismic performance of reinforced concrete buildings in the 22 February Christchurch (Lyttelton) earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 44(4): 239-278.

• Marriott D., Pampanin S. and Palermo A. (2011) Biaxial testing of unbonded post-tensioned rocking bridge piers with external replacable dissipaters. Earthquake Engineering and Structural Dynamics 40(15): 1723-1741. http://dx.doi.org/10.1002/eqe.1112.

• Moghaddasi M., Cubrinovski M., Chase GJ., Pampanin S. and Carr A. (2011) Probabilistic evaluation of soil-foundation-structure interaction effects on seismic structural response. Earthquake Engineering and Structural Dynamics 40(2): 135-154. http://dx.doi.org/10.1002/eqe.1011.

• Moghaddasi M., Cubrinovski M., Chase JG., Pampanin S. and Carr A. (2011) Effects of soil-foundation-structure interaction on seismic structural response via robust Monte Carlo simulation. Engineering Structures 33(4): 1338-1347. http://dx.doi.org/10.1016/j.engstruct.2011.01.011.

• Newcombe MP., Van Beerschoten WA., Carradine S., Pampanin S. and Buchanan AH. (2011) In-Plane Experimental Testing of Timber-Concrete Composite Floor Diaphragms. ASCE Journal of Structural Engineering 136(11): 1461-1468.

• Palermo A., Pampanin S., Giorgini S. and Buchanan AH. (2011) Potential of longitudinal post-tensioning for low-medium span timber bridges. Structural Engineering International 21: 349-355.

• Pampanin S. (2011) Alternative Seismic Design Philosophies and Solutions for Precast Concrete Buildings: Emerging Solutions for Damage-Resisting Structures (Part 1/3). CPI Concrete Plant International : 174-179.

• Pampanin S. (2011) Alternative Seismic Design Philosophies and Solutions for Precast Concrete Buildings: Emerging Solutions for Damage-Resisting Structures (Part 2/3). CPI Concrete Plant International : 202-209.

• Pampanin S. and Akguzel U. (2011) Performance-Based Seismic Retrofit of Existing Reinforced Concrete Frame Buildings using Fibre-Reinforced Polymers: Challenges and Solutions. Structural Engineering International 21(3): 260-270. http://dx.doi.org/10.2749/101686611X13049248220041.

• Akguzel U. and Pampanin S. (2010) Effects of Variation of Axial Load and Bidirectional Loading on Seismic Performance of GFRP Retrofitted Reinforced Concrete Exterior Beam-Column Joints. Journal of Composites for Construction 14(1): 94-104. http://dx.doi.org/10.1061/(ASCE)1090-0268(2010)14:1(94.

• Akguzel U. and Pampanin S. (2010) Effects of variation of axial load and bidirectional loading on seismic performance of GFRP retrofitted reinforced concrete exterior beam-column joints. Journal of Composites for Construction 14(1): 94-104. http://dx.doi.org/10.1061/(ASCE)1090-0268(2010)14:1(94).

• Iqbal A., Pampanin S., Palermo A. and Buchanan A. (2010) Seismic Performance of Full-Scale Post-Tensioned Timber Beam-Column Joints. Proceedings of the 11th World Conference on Timber Engineering.

• Kam WY., Pampanin S., Dhakal R., Gavin HP. and Roeder C. (2010) Seismic Performance of Reinforced Concrete Buildings in the September 2010 Darfield (Canterbury) Earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 43(4): 340-350.

• Kam WY., Pampanin S., Palermo A. and Carr AJ. (2010) Self-centering structural systems with combination of hysteretic and viscous energy dissipations. Earthquake Engineering & Structural Dynamics 39(10): 1083-1108. http://dx.doi.org/10.1002/eqe.983.

• MacRae GA., Clifton GC., Mackinven H., Mago N., Butterworth J. and Pampanin S. (2010) The Sliding Hinge Joint Moment Connection. Bulletin of the New Zealand Society for Earthquake Engineering 43(3): 202-212.

• Uma SR., Pampanin S. and Christopoulos C. (2010) Development of Probabilistic Framework for Performance-Based Seismic Assessment of Structures Considering Residual Deformations. Journal of Earthquake Engineering 14(7): 1092-1111. http://dx.doi.org/10.1080/13632460903556509.

• Brignola A., Pampanin S. and Podesta S. (2009) Evaluation and control of the in-plane stiffness of Timber floor for the performance-based retrofit of URM buildings. Bulletin of the New Zealand Society for Earthquake Engineering 42(3): 204-221.

• Marriott D., Pampanin S. and Palermo A. (2009) Quasi-static and pseudo-dynamic testing of unbonded post-tensioned rocking bridge piers with external replaceable dissipaters. Earthquake Engineering and Structural Dynamics 38(3): 331-354. http://dx.doi.org/10.1002/eqe.857.

• Smith T., Fragiacomo M., Pampanin S. and Buchanan AH. (2009) Construction Time and Cost for Post-tensioned Timber Buildings. Construction Materials 162(4): 141-149.

• Buchanan A., Deam B., Fragiacomo M., Pampanin S. and Palermo A. (2008) Multi-Storey Prestressed Timber Buildings in New Zealand. Structural Engineering International 18(2): 166-173. http://dx.doi.org/10.2749/101686608784218635.

• Marriott D., Pampanin S., Bull DK. and Palermo A. (2008) Dynamic Testing of Precast, Post-Tensioned Rocking Wall Systems with Alternative Dissipating Solutions. Bulletin of the New Zealand Society for Earthquake Engineering 41(2): 90-102.

• Newcombe MP., Pampanin S., Buchanan A. and Palermo A. (2008) Section Analysis and Cyclic Behavior of Post-Tensioned Jointed Ductile Connections for Multi-Storey Timber Buildings. Journal of Earthquake Engineering 12(S1): 83-110. http://dx.doi.org/10.1080/13632460801925632.

• Palermo A. and Pampanin S. (2008) Enhanced Seismic Performance of Hybrid Bridge Systems: Comparison with Traditional Monolithic Solutions. Journal of Earthquake Engineering 12(8): 1267-1295. http://dx.doi.org/10.1080/13632460802003819.

• Palermo A., Marriott D. and Pampanin S. (2007) Design, Modeling, and Experimental Response of Seismic Resistant Bridge Piers with Posttensioned Dissipating Connections. Journal of Structural Engineering (ASCE) 133(11): 1648-1661. http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1648.

• Palermo A., Pampanin S. and Marriott D. (2007) Design, modeling, and experimental response of seismic resistant bridge piers with posttensioned dissipating connections. Journal of Structural Engineering 133(11): 1648-1661. http://dx.doi.org/10.1061/(ASCE)0733-9445(2007)133:11(1648).

• Pampanin S., Bolognini D. and Pavese A. (2007) Performance-Based Seismic Retrofit Strategy for Existing Reinforced Concrete Frame Systems Using Fiber-Reinforced Polymer Composites. Journal of Composites for Construction 11(2): 211-226. http://dx.doi.org/10.1061/(ASCE)1090-0268(2007)11:2(211.

• Pampanin S., Bolognini D. and Pavese A. (2007) Performance-based seismic retrofit strategy for existing reinforced concrete frame systems using fiber-reinforced polymer composites. Journal of Composites for Construction 11(2): 211-226. http://dx.doi.org/10.1061/(ASCE)1090-0268(2007)11:2(211).

• Pettinga D., Christopoulos C., Pampanin S. and Priestley N. (2007) Effectiveness of simple approaches in mitigating residual deformations in buildings. Earthquake Engineering and Structural Dynamics 36(12): 1763-1783. http://dx.doi.org/10.1002/eqe.717.

• Pettinga JD., Priestley MJN., Pampanin S. and Christopoulos C. (2007) The Role of Inelastic Torsion in the Determination of Residual Deformations. Journal of Earthquake Engineering 11(s1): 133-157. http://dx.doi.org/10.1080/13632460701280088.

• Pampanin S. (2006) Controversial Aspects in Seismic Assessment and Retrofit of Structures in Modern Times: Understanding and Implementing Lessons from Ancient Heritage. Bulletin of the New Zealand Society of Earthquake Engineering 39(2): 120-133.

• Pampanin S., Christopoulos C. and Chen TH. (2006) Development and validation of a metallic haunch seismic retrofit solution for existing under-designed RC frame buildings. Earthquake Engineering and Structural Dynamics 35(14): 1739-1766. http://dx.doi.org/10.1002/eqe.600.

• Palermo A., Pampanin S. and Calvi GM. (2005) Concept and Development of Hybrid Systems for Seismic Resistant Bridges. Journal of Earthquake Engineering (JEE) 9(6): 889-921. http://dx.doi.org/10.1142/S1363246905002328.

• Pampanin S. (2005) Emerging Solutions for High Seismic Performance of Precast/Prestressed Concrete Buildings. Journal of Advanced Concrete Technology 3(2): 207-223.

• Pampanin S. (2005) Seismic-Resistant Solutions for Precast Concrete Buildings. ELITE- The International Journal of Precast Art (11).

• Christopoulos C. and Pampanin S. (2004) Towards Performance-Based Design of Mdof Structures with Explicit Consideration of Residual Deformations. ISET Journal of Earthquake Technology 41(1): 53-73.

• Calvi GM., Magenes G. and Pampanin S. (2002) Relevance of Beam-Column Joint Damage and Collapse in RC Frame Assessment. Journal of Earthquake Engineering (JEE) 6(Special Issue No. 1): 75-100. http://dx.doi.org/10.1142/S1363246902000693.

• Christopoulos C., Pampanin S. and Priestley MJN. (2002) Performance-Based Seismic Response of Frame Structures Including Residual Deformations. Part I: Single-Degree-of-Freedom Systems. Journal of Earthquake Engineering (JEE) 7(1): 97-118. http://dx.doi.org/10.1142/S1363246903000894.

• Pampanin S. (2002) Forces or Displacements? Alternative Seismic Design Philosophies. ELITE - International Journal of Precast Art 5: 68-75.

• Pampanin S. (2002) Innovative Seismic Connections for Precast Concrete Buildings. ELITE - The International Journal of Precast Art 4: 53-60.

• Pampanin S., Christopoulos C. and Priestley MJN. (2002) Performance-Based Seismic Response of Frame Structures Including Residual Deformations. Part II: Multi-Degree of Freedom Systems. Journal of Earthquake Engineering (JEE) 7(1): 119-147. http://dx.doi.org/10.1142/S1363246903000900.

• Pampanin S. (2001) Seismic Design of Precast Concrete Buildings. ELITE- The International Journal of Precast Art (3): 50-57.

• Pampanin S., Priestley MJN. and Sritharan S. (2001) Analytical Modelling of the Seismic Behaviour of Precast Concrete Frames Designed with Ductile Connections. Journal of Earthquake Engineering (JEE) 5(3): 329-367.

• Priestley MJN., Sritharan S., Conley J. and Pampanin S. (2000) A Summary of Test Results from the PRESSS 5-Storey Precast Concrete Building. Journal of the Structural Engineering Society of New Zealand (SESOC) 13(1): 21-27.

• Priestley MJN., Sritharan S., Conley J. and Pampanin S. (1999) Preliminary Results and Conclusions from the PRESSS Precast Five-storey Test Building. PCI (Precast/Prestressed Concrete Institute) Journal 44(6): 42-67.

• Priestley MJN., Sritharan SS., Conley JR. and Pampanin S. (1999) Preliminary results and conclusions from the PRESSS five-story precast concrete test building. PCI Journal 44(6): 42-67. http://dx.doi.org/10.15554/pcij.11011999.42.67.

Conference Contributions - Published

• Ciurlanti J., Bianchi S., Overend M. and Pampanin S. (2022) LOW-DAMAGE TECHNOLOGY FOR SUSTAINABLE DESIGN OF HIGH-RISE BUILDINGS. In fib Symposium: 1490-1499.

• D’amore S. and Pampanin S. (2022) Enhancing seismic safety of existing RC buildings through external exoskeletons.. In fib Symposium: 565-572.

• D'Amore S., Pedone L. and Pampanin S. (2022) Comparative analysis of code-compliant seismic assessment methods through nonlinear static analyses and demand spectrum: N2 Method vs. Capacity Spectrum Method. In Procedia Structural Integrity 44: 378-385. http://dx.doi.org/10.1016/j.prostr.2023.01.050.

• Gentile R., Pampanin S. and Galasso C. (2022) Reduce or transfer? A framework for combined optimal seismic retrofit and insurance. In 12th National Conference on Earthquake Engineering, NCEE 2022.

• Pedone L. and Pampanin S. (2022) Post-earthquake seismic residual capacity and economic loss assessment of reinforced concrete buildings. In fib Symposium: 217-224.

• Pedone L., Bianchi S. and Pampanin S. (2022) Adaptive knowledge-based seismic risk assessment of existing reinforced concrete buildings using the SLaMA method. In Procedia Structural Integrity 44: 227-234. http://dx.doi.org/10.1016/j.prostr.2023.01.030.

• Blaso L., Giovinazzi S., Bianchi S., Pedone L., Ormando C., Clemente P., Pampanin S., Gozo N., Giuliani G. and Pollino M. (2021) PELL-schools a standardized and interoperable platform for the seismic vulnerability and energy efficiency data management of Italian Schools. In COMPDYN Proceedings 2021-June.

• Brown J., Li M., Palermo A., Pampanin S. and Sarti F. (2021) Bi-directional seismic testing of post-tensioned rocking CLT walls and core-walls. In World Conference on Timber Engineering 2021, WCTE 2021.

• Ceccarelli C., Bianchi S., Pedone L. and Pampanin S. (2021) Numerical investigations on the residual capacity and economic losses of earthquake-damaged reinforced concrete wall structures. In COMPDYN Proceedings 2021-June.

• Gentile M., Molaioni F. and Pampanin S. (2021) Simplified analytical-mechanical methodology for structural-seismic safety assessment over time of RC bridges affected by corrosion phenomena. In COMPDYN Proceedings 2021-June.

• Gentili F., Ciurlanti J., Bianchi S. and Pampanin S. (2021) Exploring the expected increase of costs and loss reduction by raising the bar in seismic design: Comparison of alternative design methodologies and earthquake-resistant technologies. In COMPDYN Proceedings 2021-June.

• Molaioni F., Pampanin S. and Rinaldi Z. (2021) Simplified Methodology for the Evaluation of Corrosion Effects on Seismic Risk of Reinforced Concrete Frame Buildings. In fib Symposium: 281-288.

• Pedone L., Gentile R., Galasso C. and Pampanin S. (2021) Nonlinear static procedures for state-dependent seismic fragility analysis of reinforced concrete buildings. In fib Symposium: 47-54.

• Sabene M., Zucconi M., Pampanin S. and Ferracuti B. (2021) Calibration and numerical modeling of RC beam-column joints designed for gravity loads. In COMPDYN Proceedings 2021-June.

• Zucconi M., Sabene M., Pampanin S. and Ferracuti B. (2021) Seismic assessment of a rc frame building designed for gravity loads including joint deformation capacity model. In fib Symposium: 218-225.

• Bianchi S., Ciurlanti J. and Pampanin S. (2019) A slaMa-based analytical procedure for the cost/performance-based evaluation of buildings. In COMPDYN Proceedings 3: 5028-5040. http://dx.doi.org/10.7712/120119.7286.19998.

• Ciurlanti J., Bianchi S. and Pampanin S. (2019) Shaking table tests on post-installed traditional and dissipative fasteners in uncracked and cracked concrete. In COMPDYN Proceedings 3: 4090-4101. http://dx.doi.org/10.7712/120119.7209.20003.

• Dashti F., Dhakal RP. and Pampanin S. (2019) Numerical prediction of out-of-plane instability in rc walls subject to in-plane cyclic loading. In Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications - Proceedings of the 7th International Conference on Structural Engineering, Mechanics and Computation, 2019: 186-191. http://dx.doi.org/10.1201/9780429426506-31.

• Granello G., Broccardo M., Palermo A. and Pampanin S. (2018) Fragility curves for post-tensioned timber frames with supplemental damping devices. In 11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy 10: 6372-6381.

• Hazaveh N., Rad AA., Rodgers GW., Chase JG., Pampanin S. and Ma QT. (2018) Shake Table Testing of a Low Damage Steel Building with 2-4 Displacement Dependent (D3) Viscous Damper. In Mazzolani F; MacRae G; Clifton GC (Eds). Key Engineering Materials 763: 331-338. Zurich: Trans Tech Publications. http://dx.doi.org/10.4028/www.scientific.net/KEM.763.331.

• Loporcaro G., Cuevas A., Pampanin S. and Kral MV. (2018) Monotonic and low-cycle fatigue properties of earthquake-damaged New Zealand steel reinforcing bars. The experience after the Christchurch 2010/2011 earthquakes. In Bartoli G; Betti M; Fagone M; Pintucchi B (Eds). Procedia Structural Integrity 11: 194-201. http://dx.doi.org/10.1016/j.prostr.2018.11.026.

• Malek A., Scott A. and Pampanin S. (2018) Damage assessment and residual capacity of RC beams subjected to low-cycle fatigue. In 11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy 10: 6086-6096.

• Niroomandi A., Pampanin S., Dhakal R. and Soleymani Ashtiani M. (2018) Experimental study on slender RC walls under bi-directional loading. In Integrating Science, Engineering, & Policy: 3653-3665. Curran Associates Inc..

• Zhang L., Lee CL., Carr AJ., Dhakal RP. and Pampanin S. (2018) A new membrane element for finite element analysis of shear walls with low aspect ratios. In 11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy 9: 5488-5498.

• Beyer K., Hube M., Raluca C., Niroomandi A., Pampanin S., Dhakal R., Sritharan S. and Wallace JW. (2017) Reinforced concrete wall response under uni-and bi-directional loading. In.

• Cuevas A. and Pampanin S. (2017) Post Seismic Capacity of Damaged and Repaired Reinforced Concrete Plastic Hinges Extracted from a Real Building. In.

• Cuevas A. and Pampanin S. (2017) Post-Seismic Capacity of Damaged and Repaired Reinforced Concrete Plastic Hinges Extracted from a Real Building. In.

• Dashti F., Dhakal R. and Pampanin S. (2017) An Experimental Study on Out-Of-Plane Deformations of Rectangular Structural Walls Subject to In-Plane Loading. In : 12. International Association of Earthquake Engineering (IAEE).

• Dashti F., Dhakal R. and Pampanin S. (2017) Evaluation of New Zealand code requirements related to instability failure of structural walls. In : 8. NZSEE.

• Del Vecchio C., Di Ludovico M., Pampanin S. and Prota A. (2017) Actual versus predicted repair costs: case studies on RC buildings damaged by L’Aquila earthquake. In paper 2754.

• Del Vecchio C., Di Ludovico M., Pampanin S. and Prota A. (2017) Validation of refined numerical modeling for existing RC buildings: comparison between predicted and observed earthquake damage. In.

• Gentile R., Del Vecchio C., Uva G. and Pampanin S. (2017) Seismic Assessment of a RC Case Study Building Using The Simple Lateral Mechanism Analysis. In.

• Granello G., Palermo AG. and Pampanin S. (2017) Long -Term Performance of Pres-Lam Frames: Are Post-tensioning Losses really an Issue? In.

• Granello G., Smith T., Sarti F., Moroder D., Palermo AG. and Pampanin S. (2017) Post-Tensioning Loss Influence on the Seismic Response of Timber Frames. In.

• Hazaveh NK., Rad AA., Rodgers GC., Chase JG., Pampanin S. and Ma Q. (2017) Shake table test a structure retrofitted using 2-4 Direction Displacement Dependent (D3) viscous dampers. In.

• Hazaveh NK., Rodgers GW., Chase JG. and Pampanin S. (2017) Spectral Analysis of Customized 2-4 Viscous Damping for Mitigating Seismic Response. In.

• Kral M., Loporcaro G. and Pampanin S. (2017) Case Study: Application of The Hardness Method to Estimate the Residual Capacity of Reinforcement in an Earthquake Damaged Building. In.

• Ligabue V., Buratti N., Savoia M. and Pampanin S. (2017) Effect of the Geometrical Configuration and Interaction with Non-Structural Components on the Seismic Vulnerability of Industrial Precast Buildings in Italy. In.

• Malek A., Scott A., Pampanin S. and MacRae GA. (2017) Damage Evaluation And Residual Capacity of Concrete in Damaged RC Columns. In Proceedings of the 16th World Conference on Earthquake Engineering (16WCEE 2017).

• Niroomandi A., Pampanin S. and Dhakal R. (2017) Numerical Investigations on Rectangular Squat Reinforced Concrete Walls under Bi-Directional Loading. In : 12. International Association of Earthquake Engineering (IAEE).

• Quintana-Gallo P., Pampanin S. and Carr AJ. (2017) Shake-Table Testing of Non-Ductile RC Frames As-Built and Retrofitted With GFRP Laminates and Slab-Weakening. In.

• Dashti F., Dhakal R. and Pampanin S. (2016) Out-of-Plane Instability of a Rectangular Wall Specimen Subject to In-Plane Cyclic Loading. In : 10.

• Del Vecchio C., Di Ludovico M., Prota A. and Pampanin S. (2016) Repair costs analysis for case study buildings damaged in the 2009 L’Aquila earthquake. In.

• Granello G., Giorgini S., Palermo AG. and Pampanin S. (2016) Post-Tensioned LVL Beams: Experimental Results and Numerical Modelling. In.

• Hazaveh N., Pampanin S., Rodgers GW. and Chase JG. (2016) Design and experimental test of a Direction Dependent Dissipation (D3) device with off-diagonal (2-4) damping behaviour. In : 7.

• Iqbal A., Pampanin S. and Buchanan A. (2016) Ductile connections for seismic design of timber structures. In WCTE 2016 - World Conference on Timber Engineering.

• Iqbal A., Pampanin S., Fragiacomo M. and Buchanan A. (2016) Response of plywood-coupled post-tensioned LVL walls to repeated seismic loading. In WCTE 2016 - World Conference on Timber Engineering.

• Loporcaro G., Pampanin S. and Kral MV. (2016) Comparison between accelerated and natural strain ageing effects on NZ manufactured Grade 300E steel reinforcing bars. In Proceedings of NZSEE 2016: 11.

• Malek A., Scott ACN., Pampanin S., MacRae GA. and Hoult N. (2016) Damage Assessment of RC Beam Using Distributed Fibre Optics Strain Sensors. In Proceedings of the 2016 NZSEE Conference.

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ. (2016) A performance assessment procedure for existing buildings considering foundation deformations. In 2016 NZSEE Conference: 1-8.

• Moroder D., Sarti F., Pampanin S., Smith T. and Buchanan AH. (2016) Higher mode effects in multi-storey timber buildings with varying diaphragm flexibility. In.

• Moroder D., Sarti F., Smith T., Pampanin S. and Buchanan A. (2016) The influence of diaphragm stiffness on the dynamic behaviour of multi-storey timber buildings. In WCTE 2016 - World Conference on Timber Engineering.

• Niroomandi A., Pampanin S., Dhakal RP. and Soleymani Ashtiani M. (2016) Finite element analysis of RC rectangular shear walls under bi-directional loading. In : 10pp.

• Sandoli A., Moroder D., Pampanin S. and Calderoni B. (2016) Simplified analytical models for coupled CLT walls. In WCTE 2016 - World Conference on Timber Engineering.

• Smith T., Sarti F., Granello G., Marshall J., Buckton-Wishart V., Li M., Palermo A. and Pampanin S. (2016) Long-term dynamic characteristics of a pres-lam structure. In Proceedings of the WCTE 2016 - World Conference on Timber Engineering.

• Smith T., Sarti F., Granello G., Marshall J., Buckton-Wishart V., Li M., Palermo AG. and Pampanin S. (2016) Long-term dynamic characteristics of a PRES_LAM Structure. In.

• Dashti F., Dhakal R. and Pampanin S. (2015) Seismic Performance of Existing New Zealand Shear Wall Structures. In : 12. NZ Concrete Society.

• Dashti F., Dhakal RP. and Pampanin S. (2015) Development of out-of-plane instability in rectangular RC structural walls. In.

• Khanmohammadi Hazaveh N., Pampanin S., Chase JG. and Rodgers GW. (2015) Control of Structural Response with a New Semi-Active Viscous Damping Device. In STESSA 2015 Proceedings: 8pp.

• Loporcaro G., Pampanin S. and Kral MV. (2015) Experimental validation of "the hardness method" to estimate the residual ductility of plastically deformed steel reinforcement. In.

• Malek A., Scott A., Pampanin S. and MacRae GA. (2015) Assessment of Post-Earthquake Damage in RC Elements Using Low-Invasive Techniques. In 2015 NZSEE Conference Proceedings: 12pp.

• Moroder D., Smith T., Pampanin S. and Buchanan AH. (2015) An equivalent truss method for the analysis of timber diaphragms. In.

• Moroder D., Smith T., Pampanin S., Palermo A. and Buchanan AH. (2015) Design of floor diaphragms in multi-storey timber buildings. In.

• Niroomandi A., Pampanin S., Dhakal R. and Soleymani-Ashtiani M. (2015) Comparison of alternative assessment procedures to predict seismic performance of existing RC columns. In : 9. Australian Association of Earthquake Engineering.

• Sarti F., Palermo A. and Pampanin S. (2015) Comparison of Force-Based and Displacement-Based seismic design of dissipative post-tensioned rocking timber wall systems. In.

• Sarti F., Palermo A. and Pampanin S. (2015) Comparison of Force-Based and Displacement-Based seismic Design of dissipative post-tensioned rocking timber wall systems. In.

• Smith T., Moroder D., Sarti F., Pampanin S. and Buchanan AH. (2015) The Reality of Seismic Engineering in a Modern Timber World. In.

• Armstrong T., Smith T., Buchanan AH. and Pampanin S. (2014) Experimental testing of alternative beam-column joints in post-tensioned timber frames. In.

• Armstrong T., Smith T., Buchanan AH. and Pampanin S. (2014) Seismic Detailing of Post-Tensioned Timber Frames. In.

• Baird A., Smith T., Palermo A. and Pampanin S. (2014) Experimental and Numerical Study of U-Shape Flexural Plate (UFP) Dissipators. In.

• Brown A., Lester J. and Pampanin S. (2014) Re-Building Trimble Navigation's Offices Using a Damage-Limiting Seismic System. In.

• Cuevas A. and Pampanin S. (2014) Accounting for residual capacity of reinforced concrete plastic hinges: current practice and proposed framework. In.

• Cuevas A., Akguzel U. and Pampanin S. (2014) Preliminary Numerical Investigation on the seismic residual capacity of reinforced concrete plastic hinges. In.

• Dashti F., Dhakal RP. and Pampanin S. (2014) Numerical simulation of shear wall failure mechanisms. In : 12pp.

• Denayova M., Pampanin S. and Nascimbene R. (2014) Assessment of Single-Storey Precast Concrete Industrial Buildings with Hinged Beam-Column Connections with and without Dowels. In.

• Dunbar A., Moroder D., Pampanin S. and Buchanan A. (2014) Timber core-walls for lateral load resistance of multi-storey timber buildings. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Dunbar A., Moroder D., Pampanin S. and Buchanan A. (2014) Timber core-walls for lateral load resistance of multi-storey timber buildings. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Dunbar A., Moroder D., Pampanin S. and Buchanan A. (2014) Timber core-walls for lateral load resistance of multi-storey timber buildings. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Dunbar A., Pampanin S. and Buchanan AH. (2014) Seismic Design of Core-walls for Multi-storey Timber Buildings. In.

• Giorgini S., Pampanin S. and Cubrinovski M. (2014) Towards performance-based seismic design of integrated foundation-structure systems considering soil-foundation interface nonlinearity. In.

• Johnston H., Watson C., Pampanin S. and Palermo A. (2014) Shake Table Testing of an Integrated Low Damage Building System. In.

• Johnston H., Watson C., Pampanin S. and Palermo A. (2014) Shake table testing of an integrated low-damage frame building, Auckland, New Zealand. In.

• Khanmohammadi Hazaveh N., Pampanin S., Chase G., Rodgers GW. and Ghaderi P. (2014) Semi-active control of structure with MR damper using wavelet-based LQR. In : 9pp.

• Khanmohammadi Hazaveh N., Pampanin S., Chase JG. and Rodgers GW. (2014) Semi-Active Control of Smart Base Isolation System with Magneto-rheological Damper. In : 12pp.

• Khanmohammadi Hazaveh N., Pampanin S., Rodgers GW. and Chase JG. (2014) Novel Semi-Active Viscous Damping Device for Reshaping Structural Response. In : 8pp.

• Loporcaro G., Pampanin S. and Kral MV. (2014) Investigating the relationship between hardness and plastic strain in reinforcing steel bars. In.

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ. (2014) A Design Framework for Soil-Foundation-Structure Interaction. In 2nd European Conference on Earthquake Engineering and Seismology: 1-12. Istanbul.

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ. (2014) Integrating soil-structure interaction within performance-based design. In 2014 NZSEE Conference: 1-11. Auckland.

• Moroder D., Sarti F., Palermo A., Pampanin S. and Buchanan AH. (2014) Seismic design of floor diaphragms in post-tensioned timber buildings. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Moroder D., Sarti F., Palermo A., Pampanin S. and Buchanan AH. (2014) Seismic design of floor diaphragms in post-tensioned timber buildings. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Moroder D., Sarti F., Palermo A., Pampanin S. and Buchanan AH. (2014) Seismic design of floor diaphragms in post-tensioned timber buildings. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Moroder D., Sarti F., Pampanin S., Palermo A. and Buchanan A. (2014) Experimental investigation of wall-to-floor connections in post-tensioned timber buildings. In.

• Moroder D., Smith T., Pampanin S., Palermo A. and Buchanan AH. (2014) Design of Floor Diaphragms in Multi-Storey Timber Buildings. In.

• Moroder D., Smith T., Pampanin S., Palermo A. and Buchanan AH. (2014) Design of floor diaphragms in multi-storey timber buildings. In.

• Moroder D., Smith T., Simonetti M., Ponzo FC., Di Cesare A., Nigro D., Pampanin S. and Buchanan AH. (2014) Experimental Behaviour of Diaphragms In Post-Tensioned Timber Frame Buildings. In.

• Pietra D., Pampanin S., Mayes RL., Wetzel NG. and Feng D. (2014) Design of Base-Isolated Buildings: An Overview of International Codes. In.

• Ponzo FC., Di Cesare A., Nigro D., Simonetti M., Smith T. and Pampanin S. (2014) Shaking table testing of a multi-storey post-tensioned timber building. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Ponzo FC., Di Cesare A., Nigro D., Simonetti M., Smith T. and Pampanin S. (2014) Shaking Table Testing of A Multi-Storey Post-Tensioned Timber Building. In.

• Sarti F., Palermo A. and Pampanin S. (2014) Design And Testing Of Post-Tensioned Timber Wall Systems. In.

• Sarti F., Palermo A. and Pampanin S. (2014) Quasi static cyclic tests of 2/3 scale post-tensioned timber wall and column-wall-column (CWC) systems. In.

• Sarti F., Palermo A., Pampanin S. and Berman J. (2014) Evaluation of the seismic performance factors of post-tensioned timber wall systems. In.

• Smith T., Di Cesare A., Ponzo FC., Simonetti M., Nigro D. and Pampanin S. (2014) Non-linear numerical modelling of a posttensioned timber frame building with hysteretic energy dissipation. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Smith T., Di Cesare A., Ponzo FC., Simonetti M., Nigro D. and Pampanin S. (2014) Non-linear numerical modelling of a posttensioned timber frame building with hysteretic energy dissipation. In WCTE 2014 - World Conference on Timber Engineering, Proceedings.

• Smith T., Di Cesare A., Ponzo FC., Simonetti M., Nigro D. and Pampanin S. (2014) Non-linear Numerical modelling of a post-tensioned timber frame building with hysteretic energy dissipation. In.

• Smith T., Pampanin S., Di Cesare A., Ponzo FC., Simonetti M., Nigro D. and Carradine D. (2014) Shaking table testing of a multi-storey post-tensioned timber building. In.

• Tasligedik AS., Pampanin S. and Palermo A. (2014) Earthquake Proof Non-Structural Drywall Partitions. In.

• Tasligedik AS., Pampanin S. and Palermo A. (2014) Low Damage Non-Structural Drywall: Details and their performance. In Proceedings of New Zealand Society for Earthquake Engineering Annual Conference (NZSEE).

• Baird A., Palermo A. and Pampanin S. (2013) Controlling Seismic Response using Passive Energy Dissipating Cladding Connections. In.

• Di Cesare A., Ponzo FC., Nigro D., Simonetti M., Smith T. and Pampanin S. (2013) Experimental testing and numerical analysis of steel angles as hysteretic energy dissipating devices. In.

• Di Cesare A., Ponzo FC., Simonetti M. and Smith T. (2013) Numerical modeling of a post-tensioned timber frame building with hysteretic energy dissipation. In.

• Giorgini S., Pampanin S., Carr AJ. and Cubrinovski M. (2013) Seismic Behaviour of a 22 Storey Building During the Canterbury Earthquakes. In.

• Latham DA., Reay AM. and Pampanin S. (2013) Kilmore Street Medical Centre: Application of an Advanced Flag-Shape Steel Rocking System. In.

• Marreiros RPC., Lúcio VJG. and Pampanin S. (2013) Behaviour of dissipating angles for rocking hybrid ductile concrete wan systems. In fib Symposium TEL-AVIV 2013: Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings: 513-516.

• Moroder M., Buchanan AH. and Pampanin S. (2013) Preventing seismic damage to floors in post-tensioned timber frame buildings. In.

• Moroder M., Buchanan AH. and Pampanin S. (2013) Preventing seismic damage to floors in post-tensioned timber frame buildings. In.

• Muir CA., Bull DK. and Pampanin S. (2013) Seismic testing of the slotted beam detail for reinforced concrete structures. In Structures Congress 2013: Bridging Your Passion with Your Profession - Proceedings of the 2013 Structures Congress: 2614-2625. http://dx.doi.org/10.1061/9780784412848.228.

• Ponzo CF., Di Cesare A., Nigro D., Simonetti M., Smith T. and Pampanin S. (2013) Prove su tavola vibrante di un edificio a telai in legno con post-tensione e sistemi di dissipazione di energia. In.

• Ponzo FC., Di Cesare A., Simonetti M., Nigro D., Smith T. and Pampanin S. (2013) Shaking table tests on a large scale moment resistant timber frame with post-tensioning and energy dissipating system. In.

• Sarti F., Smith T., Palermo A., Pampanin S., Bonardi D. and Carradine DM. (2013) Experimental and analytical study of replaceable Buckling-Restrained Fuse-type (BRF) mild steel dissipaters. In.

• Sporn B. and Pampanin S. (2013) A 'Retrofit' Solution for Force-Based Design: Eliminating the Need for Iteration and Initial Period Estimation. In.

• Tasligedik AS., Pampanin S. and Palermo A. (2013) Low Damage Seismic Solutions for non-Structural Drywall Partitions. In.

• Watson CP., van Beerschoten W., Smith T., Pampanin S. and Buchanan AH. (2013) Stiffness of Screw-Reinforced LVL in Compression Perpendicular to the Grain. In Gorlacher R (Eds). PROCEEDINGS OF THE CIB - W18: 261-272. TIMBER SCIENTIFIC PUBL.

• Weng KY., Akguzel U., Jury R. and Pampanin S. (2013) Displacement-based Seismic Assessment: Practical Considerations. In.

• Akguzel A. and Pampanin S. (2012) Recent Developments in Seismic Strengthening of RC Beam-Column Joints with FRP Materials. In.

• Baird A., Palermo A. and Pampanin S. (2012) Experimental and numerical validation of seismic interaction between cladding systems and moment resisting frames. In.

• Baird A., Palermo A. and Pampanin S. (2012) Understanding cladding damage: A numerical investigation into a Christchurch earthquake case study. In.

• Bonelli P., Restrepo J., Quintana-Gallo P., Pampanin S. and Carr AJ. (2012) Improvements for the Seismic Design of Reinforced Concrete Walls in Chile and Suggestions for the Refinement of Other Seismic Code Provisions. In Proceedings:.

• Carradine D., Smith T., Carter B., Pampanin S., Palermo A., Ponzo FC. and Buchanan A. (2012) Study of a high-performance timber building: Design, construction and performance. In Strength and Serviceability: Extreme Events: 253-261.

• Genesio G., Eligehausen R., Sharma A. and Pampanin S. (2012) Application of post-installed anchors for seismic retrofit of RC beam-column joints. In Concrete Repair, Rehabilitation and Retrofitting III: 1202-1208.

• Giorgini S., Cubrinovski M., Pampanin S., Carr AJ. and Moghaddasi M. (2012) Integrated foundation-structure modelling of a case study from the Christchurch 2011 earthquake. In.

• Holden A., Devereux C., Haydon S., Buchanan A. and Pampanin S. (2012) Innovative structural design of a three storey post-tensioned timber building. In Architecture and Engineering Case Studies:: 323-330.

• Iqbal A., Pampanin S., Fragiacomo M., Palermo A. and Buchanan A. (2012) Seismic response of post-tensioned LVL walls coupled with plywood sheets. In Poster Papers: 510-515.

• Iqbal A., Pampanin S., Fragiacomo M., Palermo A. and Buchanan A. (2012) Seismic Response of post-tensioned LVL walls coupled with plywood sheets. In.

• Kam WY. and Pampanin S. (2012) Revisiting Performance-Based Seismic Design in the Aftermath of the Christchurch 2010-2011 Earthquakes: raising the bar to meet societal expectations. In.

• Lin SL., Giovinazzi S. and Pampanin S. (2012) Loss Estimation in Christchurch CBD following Recent Earthquakes: Validation and Refinement of Current Procedures. In Proceedings:.

• Moghaddasi M., Carr AJ., Cubrinovski M., Pampanin S., Chase JG., Chatzigogos CT. and Pecker A. (2012) The effects of soil-foundation interface nonlinearity on seismic soil-structure interaction analysis. In.

• Muir CA., Pampanin S. and Bull DK. (2012) Preliminary observations from biaxial testing of a two-storey, two-by-one bay, reinforced concrete slotted beam superassembly. In.

• Newcombe M., Pampanin S. and Buchanan AH. (2012) Governing criteria for the lateral force design of post-tensioned timber buildings. In The Future of Timber Engineering:: 148-155.

• Pampanin S. (2012) Reality-check and Renewed challenges in Earthquake Engineering: Implementing low-damage structural Systems - from theory to practice. In.

• Ponzo FC., Smith T., Di Cesare A., Pampanin S., Carradine D. and Nigro D. (2012) Shaking table test of a multistorey posttensioned glulam building: Design and construction. In Strength and Serviceability: Extreme Events:: 44-52.

• Quintana-Gallo P., Akguzel U., Pampanin S., Carr AJ. and Bonelli P. (2012) Shake table tests of non-ductile RC frames retrofitted with GFRP laminates in beam column joints and selective weakening in floor slabs. In Proceedings:.

• Roldan Abellan AR., Sullivan TJ. and Pampanin S. (2012) Adapting DDBD for the design of Frame-Wall Structures with Hybrid-Rocking Joints. In.

• Sarti F., Palermo A. and Pampanin S. (2012) Design Charts and Simplified Procedures for Post-Tensioned Seismic Resistant Timber Walls. In Proceedings of World Conference on Timber Engineering (WCTE): 112-121.

• Sarti F., Palermo A. and Pampanin S. (2012) Simplified Design Procedures for Post-tensioned Seismic Resistant Timber Walls. In.

• Smith T., Carradine D., Cesare AD., Ponzo F., Pampanin S., Buchanan A. and Nigro D. (2012) Experimental investigations of post-tensioned timber frames with advanced seismic damping systems. In Proceedings: Structures Congress 2012: 1745-1754.

• Smith T., Carradine D., Pampanin S., Ditommaso R. and Ponzo F. (2012) Seismic performance of a post-tensioned LVL building subjected to the Canterbury earthquake sequence. In.

• Smith T., Pampanin S., Carradine D., Di Cesare A., Ponzo FC., Auletta G., Nigro D., Simonetti M. and Mossucca A. (2012) Dynamic Testing of Multi-storey Post-tensioned Glulam Building. In.

• Smith T., Ponzo FC., Di Cesare A., Auletta G., Pampanin S., Carradine D., Palermo A. and Nigro D. (2012) Seismic performance of a post-tensioned glue laminated beam to column joint: Experimental and numerical results. In Proceedings of World Conference on Timber Engineering (WCTE): 385-393.

• Sullivan TJ., Maley TJ. and Pampanin S. (2012) Issues with the seismic design of mixed MRF systems. In.

• Tasligedik S., Pampanin S. and Palermo A. (2012) In-plane cyclic testing of non-structural drywalls infilled within RC frames. In.

• van Beerschoten W., Palermo A., Carradine D. and Pampanin S. (2012) Design procedure for long-span post-tensioned timber frames under gravity loading. In Proceedings of World Conference on Timber Engineering (WCTE): 354-361.

• Baird A., Diafeira R., Palermo A. and Pampanin S. (2011) Parametric Investigation of Seismic Interaction Between Precast Concrete Cladding Systems and Moment Resisting Frames. In Proceedings of the 2011 Structures Congress http://dx.doi.org/10.1061/41171(401)114.

• Baird A., Diaferia R., Palermo A. and Pampanin S. (2011) Numerical Modelling of Local Cladding-Structure Interaction. In SEWC 2011.

• Devereux CP., Holden TJ., Buchanan AH. and Pampanin S. (2011) NMIT Arts & Media Building - Damage Mitigation Using Post-tensioned Timber Walls. In PCEE 2011: Building an Earthquake-Resilient Society.

• Diaferia R., Baird A., Palermo A. and Pampanin S. (2011) Numerical Study on the Seismic Interaction Between 2D Seismic Resisting Frames and Claddings. In SEWC 2011.

• Genesio G., Eligehausen R. and Pampanin S. (2011) Application of Post-Installed Anchors for Seismic Retrofit of RC Beam-Column Joints: Design Method. In PCEE 2011: Building an Earthquake-Resilient Society.

• Giorgini S., Palermo A., Carradine D. and Pampanin S. (2011) Long Term Effects on Unbonded Post-Tensioned Timber Beams. In.

• Kam WY. and Pampanin S. (2011) Displacement-based seismic retrofit design for non-ductile RC frame structures using local retrofit interventions at beam-column joints. In PCEE 2011: Building an Earthquake-Resilient Society.

• Moghaddasi M., Cubrinovski M., Chase JG., Pampanin S. and Carr A. (2011) Probabilistic Nonlinear Soil-Structure Interaction. In : 8pp.

• Palmieri M. and Pampanin S. (2011) Feasibility of High-Rise Buildings with PRESSS-technology. In PCEE 2011: Building an Earthquake-Resilient Society.

• Pampanin S., Kam WY., Akguzel U. and Quintana-Gallo P. (2011) Considerations on the seismic performance of pre-1970s RC buildings in the Christchurch CBD during the 4th Sept 2010 Canterbury earthquake: was that really a big one? In PCEE 2011: Building an Earthquake-Resilient Society.

• Quintana Gallo P., Akgüzel U., Pampanin S. and Carr AJ. (2011) Shake table tests of non-ductile as-built and repaired RC frames. In PCEE 2011: Building an Earthquake-Resilient Society.

• Sarti F., Palermo A., Van Beerschoten W. and Pampanin S. (2011) Simplified Design Tools For Post-Tensioned Timber Beams And Walls. In SEWC 2011.

• Singh J., MacRae GA., Dhakal RP. and Pampanin S. (2011) Building seismic ceiling fragility using spectral acceleration. In PCEE 2011: Building an Earthquake-Resilient Society.

• Smith T., Wong R., Newcombe M., Carradine D., Pampanin S., Buchanan A., Seville R. and McGregor E. (2011) The Demountability, Relocation and Re-use of a High Performance Timber Building. In PCEE 2011: Building an Earthquake-Resilient Society.

• Tasligedik AS., Pampanin S. and Palermo A. (2011) Damage Mitigation Strategies of 'Non-Structural' Infill Walls: Concept and Numerical-Experimental Validation Program. In PCEE 2011: Building an Earthquake-Resilient Society.

• van Beerschoten W., Smith T., Palermo A., Pampanin S. and Ponzo FC. (2011) The Stiffness of Beam to Column Connection in Post-Tensioned Timber Frames. In.

• Cusiel MR., Newcombe M., Pampanin S., Buchanan AH. and Palermo A. (2010) The Effect of Joint Flexibility on the Seismic Response of Post-Tensioned LVL Frames. In : 10pp.

• Iqbal A., Pampanin S. and Buchanan AH. (2010) Seismic Performance of Prestressed Timber Beam-Column Sub-Assemblies. In NZSEE Conference Proceedings 2010: 8pp.

• Iqbal A., Pampanin S., Palermo A. and Buchanan AH. (2010) Seismic performance of full-scale post-tensioned timber beam-column joints. In 11th World Conference on Timber Engineering 2010, WCTE 2010 4: 2948-2957.

• Iqbal A., Pampanin S., Palermo A. and Buchanan AH. (2010) Seismic Response of Post-Tensioned Timber Walls. In : 10pp.

• Kam WY., Pampanin S. and Bull D. (2010) Selective weakening retrofit for existing R.C. structures - concept, validation and design example. In.

• Kam WY., Pampanin S. and Bull DK. (2010) A Summary of Test Results for Selective Weakening and Post-tensioning for Retrofit of Non-Ductile R.C. Exterior Beam-Column Joints. In NZSEE Conference Proceedings 2010: 9pp.

• Moghaddasi M., Cubrinovski M., Pampanin S., Carr A. and Chase JG. (2010) A robust probabilistic evaluation of soil-foundation-structure interaction effects on structural response. In Soil-Foundation-Structure Interaction Florida: CRC Press: 77-84.

• Moghaddasi M., Cubrinovski M., Pampanin S., Carr AJ. and Chase JG. (2010) Soil-Foundation-Structure Interaction Effects on Nonlinear Seismic Demand of Structures. In NZSEE Conference Proceedings 2010: 9pp.

• Newcombe M., Pampanin S. and Buchanan AH. (2010) Global Response of a Two Storey Pres-Lam Timber Building. In NZSEE Conference Proceedings 2010.

• Palermo A., Pampanin S., Baird A. and Riccio P. (2010) Focusing on reducing the earthquake damage to non-structural components in buildings: research needs and future internationally coordinated plans. In NZSEE Conference Proceedings 2010: 8pp.

• Palermo A., Pampanin S., Carradine D., Buchanan A., Dal Lago B., Dibenedetto C., Giorgini S. and Ronca P. (2010) Enhanced Performance of Longitudinally Post-Tensioned Long-Span LVL Beams. In.

• Pino DM., Pampanin S., Carradine D., Deam B. and Buchanan AH. (2010) Dynamic response of a multi-storey post-tensioned timber building. In 11th World Conference on Timber Engineering 2010, WCTE 2010 4: 2958-2965.

• Pino DM., Pampanin S., Carradine D., Pampanin S., Deam B. and Buchanan AH. (2010) Shake Table Response of Multi-Storey Post-Tensioned Timber Scaled Buildings. In Proceedings: 605-606.

• Quintana-Gallo P., Pampanin S., Carr AJ. and Bonelli P. (2010) Shake Table Tests of Under-designed RC Frames for the Seismic Retrofit of Buildings - Design and similitude requirements of the benchmark specimen. In NZSEE Conference Proceedings 2010: 12pp.

• Smith T., Pampanin S., Palermo A. and Buchanan AH. (2010) A Variable Cost Analysis of Prestressed Laminated Timber Structures. In.

• Amaris AD., Pampanin S., Bull DK. and Carr AJ. (2009) Numerical Investigations on the Seismic Response of Multi-storey Hybrid Post-Tensioned Precast Concrete Frames with Non-tearing Floor Connections. In.

• Arefi JM., Pampanin S. and Cubrinovski M. (2009) Effects of SSI on the Seismic Response of Older Structures Before & After Retrofit. In.

• Brignola A., Podesta S. and Pampanin S. (2009) The role of the in-plane stiffenss of timber floors in the seismic response of un-reinforced masonry buildings. In : 1253-1261.

• Giovinazzi S. and Pampanin S. (2009) Multi-Criteria Approach For Seismic Risk Mitigation. In.

• Kam WY., Pampanin S. and Bull D. (2009) Experimental Validation of Selective Weakening Approach for the Seismic Retrofit of Exterior Beam-Column Joints. In : 9pp.

• Marriott D., Pampanin S., Bull DK. and Palermo A. (2009) A Probabilistic Seismic Loss Assessment of Advanced Post-Tensioned Precast Bridge Systems. In.

• Moghaddasi KM., Cubrinovski M., Pampanin S., Carr A. and Chase G. (2009) Monte Carlo Simulation of SSI Effects Using Simple Rheological Soil Model. In.

• Palmieri M., Plizzari GA., Pampanin S. and Mackechnie J. (2009) Experimental investigation on the seismic behaviour of SFRC columns under biaxial bending. In Concrete Repair, Rehabilitation and Retrofitting II: 1163-1171.

• Palmieri M., Plizzari GA., Pampanin S. and Mackechnie J. (2009) Experimental investigation on the seismic behaviour of SFRC columns under biaxial bending. In CONCRETE REPAIR, REHABILITATION AND RETROFITTING II: 413-414.

• Amaris A., Pampanin S., Bull D. and Carr A. (2008) Experimental performance of Hybrid Frames Systems with Non-Tearing Floor Connections. In.

• Boys A., Bull D. and Pampanin S. (2008) Inadequately Detailed Reinforced Concrete Columns. In.

• Boys A., Bull DK. and Pampanin S. (2008) Seismic Performance Assessment of Inadequately Detailed Reinforced Concrete Columns. In.

• Boys A., Bull DK. and Pampanin S. (2008) Seismic performance of concrete columns with inadequate transverse reinforcement. In.

• Brignola A., Podesta S. and Pampanin S. (2008) In-plane stiffness of wooden floor. In.

• Giovinazzi S. and Pampanin S. (2008) Multi-criteria approaches for regional earthquake retrofit strategies. In.

• Iqbal A., Pampanin S. and Buchanan A. (2008) Seismic Behaviour of Prestressed Timber Columns under Bi-directional Loading. In Proceedings of the 2008 WCTE Online: 8pp.

• Kam WY., Pampanin S., Palermo A. and Carr A. (2008) Design Procedure and Behaviour of the Advanced Flag-Shape (AFS) Systems for Moment-Resisting Frame Structures. In.

• Kam WY., Pampanin S., Palermo A. and Carr A. (2008) Implementation of advanced flag-shaped (AFS) systems for moment-resisting frame structures. In.

• Marriott D., Pampanin S., Bull D. and Palermo A. (2008) Dynamic Testing of Precast, Post-Tensioned Rocking Wall Systems with Alternative Dissipating Solutions. In.

• Marriott DJ., Pampanin S., Palermo A. and Bull D. (2008) Shake-table testing of hybrid post-tensioned precast wall systems with alternative dissipating solutions. In.

• Newcombe MP., Pampanin S., Buchanan A. and Palermo A. (2008) Seismic Design of Post-Tensioned Timber Frames. In.

• Smith T., Pampanin S., Buchanan A. and Fragiacomo M. (2008) Feasibility and Detailing of Prestressed Timber Buildings for Seismic Areas. In Proceedings of the 2008 New Zealand Society of Earthquake Engineering (NZSEE) Conference Online: 8pp.

• Smith T., Pampanin S., Fragiacomo M. and Buchanan A. (2008) Design and Construction of Prestressed Timber Buildings for Seismic Areas. In Proceedings of the 2008 WCTE Online: 8pp.

• Akguzel U. and Pampanin S. (2007) Experimental Behaviour of Exterior Beam-Column Joint Subassemblies Retrofitted using GFRP Composites. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Amaris AD., Pampanin S., Bull DK. and Carr AJ. (2007) Development of a Non-Tearing Floor Solution for Jointed Precast Frame Systems. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Clifton C., MacRae GA., Mackinven H., Pampanin S. and Butterworth JW. (2007) Sliding Hinge Joints and Subassemblies for Steel Moment Frames. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Giovinazzi S. and Pampanin S. (2007) Mitigation Analyses for the Selection of Effective Seismic Retrofit Strategies at a Territorial Scale. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Giovinazzi S. and Pampanin S. (2007) Multi-Criteria Approaches for Earthquake Retrofit Strategies at Regional Scale. In Proceedings of 8th Pacific Conference On Earthquake Engineering (8PCEE).

• Iqbal A., Pampanin S., Buchanan A. and Palermo A. (2007) Improved Seismic Performance of LVL Post-tensioned Walls Coupled with UFP devices. In Proceedings of 8th Pacific Conference On Earthquake Engineering (8PCEE).

• Ireland MG., Pampanin S. and Bull D. (2007) Experimental Investigations of a Selective Weakening Approach for the Seismic Retrofit of R.C. Walls. In.

• Jensen JP., Bull DK. and Pampanin S. (2007) Experimental Investigation of Existing Hollowcore Seating Connection Seismic Behaviour Pre and Post Retrofit Intervention. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Kam WY., Pampanin S., Carr AJ. and Palermo A. (2007) Advanced Flag-Shaped Systems for High Seismic Performance Including Near Fault Effects. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Mackinven H., MacRae GA., Pampanin S., Clifton GC. and Butterworth J. (2007) Generation four steel moment frame joints. In Proceedings of 8th Pacific Conference On Earthquake Engineering (8PCEE).

• Marriott D., Pampanin S., Bull DK. and Palermo A. (2007) Improving the Seismic Performance of Existing Reinforced Concrete Buildings using Advanced Rocking Wall Solutions. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Palermo A., Pampanin S. and Buchanan A. (2007) Criteri di progettazione e indagini sperimentali su connessioni antisismiche con cavi di post-tensione per edifici multipiano in legno ( LVL). In.

• Pampanin S., Akguzel U. and Attanasi G. (2007) Seismic Upgrading of 3-D Exterior R.C. Beam Column Joints Subjected To Bi-Directional Cyclic Loading Using GFP Composites. In.

• Smith T., Ludwig F., Pampanin S., Fragiacomo M., Buchanan AH., Deam BL. and Palermo A. (2007) Seismic Response of Hybrid-LVL Coupled Walls under Quasi-static and Pseudo-dynamic Testing. In Proceedings of the 2007 Annual NZSEE Technical Conference.

• Wiebe L., Christopoulos C. and Pampanin S. (2007) Seismic Response Of Self-Centering Base-Rocking Steel Structures. In Proceedings of the Ninth Canadian Conference on Earthquake Engineering: 10pp.

• Amaris A., Pampanin S. and Palermo A. (2006) Uni and Bi-directional Quasi Static Tests on Alternative Hybrid Precast Beam Column Joint Subassemblies. In Paper 24,: 8pp.

• Eligehausen R., Ožbolt J., Genesio G., Hoehler MS. and Pampanin S. (2006) Three-dimensional Modelling of Poorly Detailed RC Frame Joints. In Proceedings of the New Zealand Society for Earthquake Engineering Conference 2006 Paper No. 23: 10pp.

• Giovinazzi S., Lagomarsino S. and Pampanin S. (2006) Vulnerability Methods and Damage Scenario for Seismic Risk Analysis as Support to Retrofit Strategies: an European Perspective. In Proceedings of the New Zealand Society for Earthquake Engineering Conference 2006 Paper No. 14: 10pp.

• Giovinazzi S., Pampanin S. and Lagomarsino S. (2006) Alternative Retrofit Strategies For Pre'70 R.C. Buildings: Vulnerability Models and Damage Scenarios. In Proceedings of the First European Conference on Earthquake Engineering and Seismology 2006 Paper 1148: 10pp.

• Ireland MG., Pampanin S. and Bull DK. (2006) Concept and Implementation of a Selective Weakening Approach for the Seismic Retrofit of R.C. Buildings. In Proceedings of the New Zealand Society for Earthquake Engineering Conference 2006 Paper No. 9: 9pp.

• Jensen JP., Bull DK. and Pampanin S. (2006) Conceptual Retrofit Strategy for Existing Hollowcore Seating Connections. In Proceedings of the New Zealand Society for Earthquake Engineering Conference 2006 Paper No. 8: 9pp.

• Kam WY., Pampanin S., Palermo A. and Carr A. (2006) Advanced Flag-Shape Systems For High-Seismic Performance. In Proceedings of the First European Conference on Earthquake Engineering and Seismology 2006 Paper 991: 10pp.

• Marriott D., Boys A., Pampanin S. and Palermo A. (2006) Experimental Validation of High-Performance Hybrid Bridge Piers. In Proceedings, Paper 19,: 9pp.

• Marriott D., Palermo A. and Pampanin S. (2006) Quasi-Static and Pseudo-Dynamic Testing of Damage-Resistant Bridge Piers with Hybrid Connections. In Proceedings of the First European Conference on Earthquake Engineering and Seismology 2006 Paper 794: 10pp.

• Palermo A., Pampanin S. and Buchanan A. (2006) Experimental Investigations on LVL Seismic Resistant Wall and Frame Subassemblies. In Proceedings of the First European Conference on Earthquake Engineering and Seismology 2006 Paper 983: 10pp.

• Palermo A., Pampanin S. and Marriott D. (2006) Quasi-static Tests of Seismic Resistant Bridge Piers with Hybrid Connections: comparison with Monolithic Solutions. In Proceedings of the 2nd fib Congress 8-31: 12pp.

• Palermo A., Pampanin S., Fragiacomo M., Buchanan A., Deam BL. and Pasticier L. (2006) Quasi-static cyclic tests on seismic-resistant beam-to-column and column-to-foundation subassemblies using Laminated Veneer Lumber (LVL). In Progress in Mechanics of Structures and Materials: 1043-1049.

• Palermo A., Pampanin S., Fragiacomo M., Buchanan AH. and Deam BL. (2006) Innovative Seismic Solutions for Multi-Storey LVL Timber Buildings. In Proceedings of the 9th World Conference on Timber Engineering (WCTE 2006) 3.16.1: 8pp.

• Palermo A., Pampanin S., Fragiacomo M., Buchanan AH. and Deam BL. (2006) Innovative Seismic Solutions for Multi-Storey, LVL Timber Buildings. In Proceedings of the 9th World Conference on Timber Engineering 1: 1768-1775.

• Pampanin S., Amaris A. and Palermo A. (2006) Implementation and Testing of Advanced Solutions for Jointed Ductile Seismic Resisting Frames. In Proceedings of the 2nd fib Congress 8-20: 12pp.

• Pampanin S., Amaris A., Akguzel U. and Palermo A. (2006) Experimental Investigations On High-Performance Jointed Ductile Connections For Precast Frame Systems. In Proceedings of the First European Conference on Earthquake Engineering and Seismology 2006 Paper 2038: 10pp.

• Pampanin S., Bolognini D., Pavese A. and Calvi GM. (2006) Seismic retrofit strategy for under-designed reinforced concrete frame systems and subassemblies using FRP composites. In Concrete Repair, Rehabilitation and Retrofitting - Proceedings of the International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2005: 437-439.

• Pampanin S., Palermo A., Buchanan A., Fragiacomo M. and Deam BL. (2006) Code Provisions for Seismic Design of Multi-storey Post-tensioned Timber Buildings. In.

• Pettinga D., Pampanin S., Christopoulos C. and Priestley N. (2006) Accounting for Residual Deformation and Simple Approaches to Their Mitigation. In Proceedings of the First European Conference on Earthquake Engineering and Seismology 2006 Paper 343: 10pp.

• Pettinga JD., Priestley MJN., Pampanin S. and Christopoulos C. (2006) Accounting for the Effects on Residual Deformations due to Torsional Response. In Proceedings of the New Zealand Society for Earthquake Engineering Conference 2006 Paper No. 25: 8pp.

• Uma SR., Pampanin S. and Christopoulos C. (2006) A Probabilistic Framework For Performance-Based Seismic Assessment Considering Residual Deformations. In Proceedings of the First European Conference on Earthquake Engineering and Seismology 2006 Paper 731: 10pp.

• Uma SR., Pampanin S. and Christopoulos C. (2006) Probabilistic formulation of a performance-based matrix combining maximum and residual deformations. In Proceedings of the New Zealand Society for Earthquake Engineering Conference 2006 Paper No. 28: 10pp.

• Palermo A. and Pampanin S. (2005) Application of Hybrid Concept for an Improved Seismic Ductile Design of Bridges. In.

• Palermo A., Pampanin S. and Carr A. (2005) Efficiency of Simplified Alternative Modeling Approaches to predict the Seismic Response of Precast Concrete Hybrid Systems. In.

• Palermo A., Pampanin S. and Carr A. (2005) Efficiency of Simplified Alternative Modelling Approaches to Predict the Seismic Response of Precast Concrete Hybrid Systems. In Paper no. 1503.

• Palermo A., Pampanin S., Buchanan A. and Newcombe M. (2005) Seismic Design of Multi-Storey Buildings using Laminated Veneer Lumber (LVL). In.

• Christopoulos C., Pampanin S. and Priestley MJN. (2004) Seismic Design and Response of Buildings Including Residual Deformations. In.

• Magenes G. and Pampanin S. (2004) Seismic Response of Gravity-Load Designed Frame Systems with Masonry Infills. In.

• Palermo A., Pampanin S. and Calvi GM. (2004) Enhanced seismic performance of precast segmental bridge piers with controlled rocking. In.

• Palermo A., Pampanin S. and Calvi GM. (2004) Use of Controlled Rocking in the Seismic Design of Bridges. In.

• Mola F., Knisel S., Pagani C., Pampanin S. and Zambelli S. (2003) Precast R.C. Frames Assembled by Post-Tensioned Tendons. In Proceedings of the 2nd International Specialty Conference on The Conceptual Approach to Structural Design vol. 2.

• Pampanin S. and Nishiyama M. (2002) Critical Aspects in Modeling the Seismic Behavior of Precast/Prestressed Concrete Buildings Connections and Systems. In.

Conference Contributions - Other

• Hazaveh N., Pampanin S., Chase JG. and Rodgers GW. (2016) Using a Direction Dependent Dissipation (D3) Device with Off-Diagonal (2-4) Damping to Improve Seismic Structural Responses. Christchurch, New Zealand: New Zealand Society for Earthquake Engineering (NZSEE) Conference, 1-3 Apr 2016.

• Malek A., Scott ACN., Pampanin S., MacRae G. and Hoult N. (2016) Damage Assessment of RC Beam Using Distributed Fibre Optics Strain Sensors. Christchurch: New Zealand Society for Earthquake Engineering Conference, 1-3 Apr 2016.

• Cattari S., Lagomarsino S., Bazzurro A., Porta E. and Pampanin S. (2015) Models for the in-plane and out-of-plane assessment of URM buildings. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Cuevas A. and Pampanin S. (2015) Effect of strain-rate and material characteristics on the seismic residual capacity of reinforced concrete plastic hinges: numerical investigation. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Deyanova M., Pampanin S. and Nascimbene R. (2015) Assessment of the seismic response of slender RC columns typical for precast industrial buildings. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Khanmohammadi Hazaveh N., Pampanin S., Chase JG. and Rodgers GW. (2015) Mitigating Structural Response using Semi-active Viscous Dampers to Reshape Structural Hysteresis. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Khanmohammadi Hazaveh N., Pampanin S., Chase JG., Rodgers GW. and Kordani R. (2015) Semi-active viscous damper for seismic response control. San Diego, CA, USA: 14th World Conference on Seismic Isolation Energy Dissipation and Active Vibration Control of Structures (WCSI 2015), 9-11 Sep 2015.

• Ligabue V., Savoia M. and Pampanin S. (2015) Repairing/Retrofitting vs. Replacing? Evaluating the Cost-Effectiveness of alternative options to support decision making. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Malek A., Scott ACN., Pampanin S. and MacRae G. (2015) Assessment of post-earthquake damage in RC elements using low-invasive techniques. Rotorua, New Zealand: New Zealand Society for Earthquake Engineering Conference, 10-12 Apr 2015.

• Millen MDL., Pampanin S., Cubrinovski M. and Carr AJ. (2015) Displacement Modification Factors for Seismic Design considering Foundation Deformations. .

• Moroder D., Smith T., Pampanin S., Palermo A. and Buchanan AH. (2015) Design of floor diaphragms in multi-storey timber buildings. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Niroomandi A., Pampanin S. and Dhakal R. (2015) The History of Design Guidelines and Details of Reinforced Concrete Column in New Zealand. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Santoro A., Serino G., Pietra D. and Pampanin S. (2015) Critical comparison of design procedures and analysis methods for base isolated buildings. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Vides R. and Pampanin S. (2015) Preliminary results of an attempt to develop a performance-based seismic design methodology of precast concrete diaphragms using jointed dissipative connectors. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Vinci G., Serino G. and Pampanin S. (2015) Multi-criteria cost-benefit analysis for base isolated buildings. Rotorua, New Zealand: 2015 New Zealand Society for Earthquake Engineering Annual Conference (NZSEE), 10-12 Apr 2015.

• Ditommaso R., Ponzo F., Smith T., Carradine D. and Pampanin S. (2012) Monitoring the Seismic Peformance of a Post-tensioned LVL Building During the 2011 Cantebury Earthquake Sequence. Genoa, Italy: 5th European Conference on Structural Control (EACS 2012), 18-20 Jun 2012.

• Akgüzel U., Quintana Gallo P. and Pampanin S. (2011) Seismic strengthening of a non-ductile RC frame structure using GFRP sheets. Auckland, New Zealand: 9th Pacific Conference on Earthquake Engineering, 14-16 Apr 2011.

• Crews K., Buchanan A., Quenneville P. and Pampanin S. (2011) Development of High Performance Structural Timber Systems for Non Residential Buildings in New Zealand and Australia. Hong Kong: Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-12), 26-28 Jan 2011.

• Newcombe MP., Marriott D., Kam WY., Pampanin S. and Buchanan AH. (2011) Design of UFP-coupled post-tensioned timber shear walls. Auckland, New Zealand: 9th Pacific Conference on Earthquake Engineering, 14-16 Apr 2011.

• Smith T., Pampanin S., Carradine D., Buchanan A., Ponzo F., Di Cesare A. and Nigro D. (2011) Experimental Investigations into Post-Tensioned Timber Frames with Advanced Damping Systems. Bari, Italy: XIV Convegno di Ingegneria Sismica, Associazione Nazionale di Ingegneria SismicaXIV Convegno di Ingegneria Sismica, 18-22 Sep 2011.

• Au EV., Bull D. and Pampanin S. (2010) Experimental Investigation of the Seismic Behaviour of Slotted Reinforced Concrete Beam-Column Connections. Wellington, New Zealand: 2010 New Zealand Society of Earthquake Engineering (NZSEE) Conference, 26-28 Mar 2010.

• Fragiacomo M., Batchelar M., Wallington C. and Buchanan A. (2010) Moment Joints in Timber Frames Using Glued-In Steel Rods: Experimental Investigation of Long Tterm Performance. Riva del Garda, Italy: World Conference on Timber Engineering (WCTE 2010), 20-24 Jun 2010.

• Gallo PQ., Pampanin S. and Carr AJ. (2010) Experimental design and analytical modeling of 1/2.5 scale under-designed reinforced concrete frame subassemblies with masonry infills. Wellington, New Zealand: 2010 New Zealand Society of Earthquake Engineering (NZSEE) Conference, 26-28 Mar 2010.

• Genesio G., Eligehausen R., Sharma A. and Pampanin S. (2010) Experimental and Numerical Study towards a Deformation-based Seismic Assessment of Substandard Exterior R.C. Beam-Column Joints. Jeju, Korea: 7th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FraMCoS-7), 23-28 May 2010.

• Genesio G., Sharma A., Eligehausen R., Pampanin S. and Reddy GR. (2010) Development of seismic retrofit technique of RC Frame using fully fastened haunch elements: Static to dynamic testing. Roorkee, India: 14th Symposium on Earthquake Engineering (14SEE), 17-19 Dec 2010.

• Genesio G., Sharma A., Eligehausen R., Pampanin S., Reddy GR. and Vaze KK. (2010) Experimental Investigations on Seismic Retrofitting of Reinforced Concrete Beam-Column Joints. Roorkee, India: 14th Symposium on Earthquake Engineering (14SEE), 17-19 Dec 2010.

• Kam WY. and Pampanin S. (2010) Selective weakening and post-tensioning for retrofit of non-ductile R.C. exterior beam-column joints. Ohrid, Macedonia: 14th European Conference on Earthquake Engineering (14ECEE), 30 Aug-3 Sep 2010.

• Leslie BJ., Bull DK. and Pampanin S. (2010) The Seismic Performance of a Non-Tearing Floor Precast Concrete Structural System. Wellington, New Zealand: 2010 New Zealand Society of Earthquake Engineering (NZSEE) Conference, 26-28 Mar 2010.

• Newcombe M., Cusiel M., Pampanin S., Palermo A. and Buchanan AH. (2010) Simplified Design of Post-Tensioned Timber Frames. Nelson, New Zealand: CIB-W18 Workshop on Timber Structures, 22-26 Aug 2010.

• Newcombe M., Pampanin S. and Buchanan A. (2010) Experimental Testing of a Two-Storey Post-Tensioned Timber Building. Toronto, Canada: 9th US National and 10th Canadian Conference on Earthquake Engineering, 25-29 Jul 2010.

• Newcombe M., Pampanin S. and Buchanan AH. (2010) Design, Fabrication and Assembly of a Two-Storey Post-Tensioned Timber Building. Riva del Garda, Italy: World Conference on Timber Engineering (WCTE 2010), 20-24 Jun 2010.

• Pino D., Pampanin S., Carradine D., Deam BL. and Buchanan AH. (2010) Shake Table Response of a Multi-Storey Post-Tensioned Timber Scaled Buildings. Riva del Garda, Italy: World Conference on Timber Engineering (WCTE 2010), 20-24 Jun 2010.

• Pino DPM., Pampanin S., Buchanan AH. and Deam BL. (2010) Shake Table Response of Multi-Storey Post-Tensioned Timber Buildings. Wellington, New Zealand: NZSEE Conference, 26-28 Mar 2010.

• Quintana Gallo P., Kam WY., Akguzel U. and Pampanin S. (2010) Influence of slab on the seismic response of sub-standard detailed exterior reinforced concrete beam column joints. Toronto, Canada: 9th US National and 10th Canadian Conference on Earthquake Engineering, 25-29 Jul 2010.

• Akguzel U. and Pampanin S. (2009) Analytical Model for Shear Strengthening of RC Beam-Column Joints Using Composite Materials. Christchurch, New Zealand: 2009 NZSEE Conference, 3-5 Apr 2009.

• Brignola A., Pampanin S. and Podesta S. (2009) Determinazione sperimentale della rigidezza di piano dei solai lignei oer il consolidamento sismico degli edifice in muratura. Bologna, Italy: ANIDIS 2009 - XIII Conference, 28 Jun-2 Jul 2009.

• Buchanan AH., Pampanin S., Newcombe M. and Palermo A. (2009) Non-Conventional Multi-Storey Timber Buildings using post-tensioning. University of Bath, Bath, UK: 11th International Conference on Non-conventional Materials and Technologies (NOCMAT 2009), 6-9 Sep 2009.

• Iqbal A., Pampanin S. and Buchanan AH. (2009) Seismic Response of Full-Scale Prestressed Timber Beam-Column. Christchurch, New Zealand: New Zealand Society of Earthquake Engineering Annual Conference (NZSEE), 1-1 Apr 2009.

• Kam WY. and Pampanin S. (2009) Experimental and numerical validation of selective weakening retrofit for existing non-ductile R.C. frames. San Francisco, CA, USA: 2009 ATC & SEI Conference on improving the seismic performance of existing buildings and other structures, 9-11 Dec 2009.

• Newcombe MP., Carradine D., Pampanin S., Buchanan AH., Deam BL., van Beerschoten WA. and Fragiacomo M. (2009) In-plane experimental testing of timber-concrete composite floor diaphragms. Christchurch, New Zealand: 2009 NZSEE Conference, 3-5 Apr 2009.

• Palmieri M., Plizzari G., Pampanin S. and Mackechnie J. (2009) Seismic Performance of SFRC Columns Subjected to Bi-directional Cyclic Loading. Bologna, Italy: ANIDIS 2009 - XIII Conference, 28 Jun-2 Jul 2009.

• Smith T., Pampanin S. and Buchanan A. (2009) Post-tensioned Timber Buildings: Cost, Construction and a Business Case Study. Bologna, Italy: ANIDIS 2009 - XIII Conference, 28 Jun-2 Jul 2009.

• Akguzel U. and Pampanin S. (2008) Effects of Variation of Axial Load and Bi-Directional Loading on the FRP Retrofit of Existing B-C Joints. Beijing, China: 14th World Conference in Earthquake Engineering, 12-17 Oct 2008.

• Amaris A., Pampanin S., Bull D. and Carr A. (2008) Experimental Investigation on a Hybrid Jointed Precast Frame with Non-tearing Floor Connections. Wairakei, New Zealand: 2008 New Zealand Society of Earthquake Engineering (NZSEE) Conference, 11-13 Apr 2008.

• Amaris AD., Pampanin S., Bull DK. and Carr AJ. (2008) Solutions to Control and Minimize Floor Damage in Precast Concrete Buildings under Severe Earthquake Loading. Rotorua, New Zealand: NZ Concrete Industry Conference, 2-4 Oct 2008.

• Cattanach A. and Pampanin S. (2008) 21st Century Precast: the Detailing and Manufacture of NZ's First Multi-Storey PRESSS-Building. Rotorua, New Zealand: Proceedings NZ Concrete Industry Conference, 2-4 Oct 2008.

• Eligehausen R., Genesio G., Ožbolt J. and Pampanin S. (2008) 3D Analysis of Seismic Response of RC Beam-Column Exterior Joints before and after Retrofit. Cape Town, South Africa: International Conference on Repairing, Retrofit and Rehabilitation ICRRRR, 24-26 Nov 2008.

• Iqbal A., Pampanin S. and Buchanan AH. (2008) Experimental Study of Prestressed Timber Columns under Bi-directional Seismic Loading. Wairakei, New Zealand: 2008 New Zealand Society of Earthquake Engineering (NZSEE) Conference, 11-13 Apr 2008.

• Kam WY. and Pampanin S. (2008) Selective weakening techniques for retrofit of existing reinforced concrete structures. Beijing, China: 14th World Conference on Earthquake Engineering, 12-17 Oct 2008.

• Moghaddasi M., Pampanin S. and Chase G. (2008) Simplified Method for Performance-Based Design of Non-Structural Components. Beijing, China: 14th World Conference in Earthquake Engineering, 12-17 Oct 2008.

• Newcombe MP., Pampanin S., Buchanan A. and Palermo A. (2008) Seismic Design and Numerical Validation of Post-Tensioned Timber Frames. Beijing, China: 14th World Conference on Earthquake Engineering, 12-17 Oct 2008.

• Pampanin S. (2008) Simple and Low-Cost Technology for a Total Damage-Control: the Ultimate Challenge of Earthquake Engineering. Kyoto, Japan: Fumio Watanabe Symposium, 24-26 Oct 2008.

• Pettinga JD., Christopoulos C. and Pampanin S. (2008) Predicting Inelastic Torsional Response with the Inclusion of Dynamic Rotational Stiffness. Beijing, China: 14th World Conference in Earthquake Engineering, 12-17 Oct 2008.

• MacRae GA., MacKinven H., Clifton GC., Pampanin S., Walpole W. and Butterworth J. (2007) Tests Of Sliding Hinge Joints For Steel Moment Frames. Wairakei, New Zealand: Pacific Structural Steel Conference (PSSC) 2007, 14-16 Mar 2007.

• Giovinazzi S., Pampanin S. and Lagomarsino S. (2006) Alternative Retrofit Strategies for Pre'70 RC Buildings: Vulnerability Models and Damage Scenarios. Geneva, Switzerland: First European Conference on Earthquake Engineering and Seismology (ECEES), 3-8 Sep 2006.

• Pampanin S. (2005) Seismic Vulnerability Assessment and Retrofit Strategies for Under-designed Reinforced Concrete Buildings. Wairakei, New Zealand: NZ Society of Earthquake Engineering, National Conference, 1 Mar 2005.

• Pampanin S. and Christopoulos C. (2005) Experimental validation of a low-invasive seismic retrofit solution for under-designed reinforced concrete frame system. Kobe, Japan: JAEE, Symposium for Commemoration of Kobe EQ, 1 Jan 2005.

• Pampanin S., Bolognini D., Pavese A. and Calvi GM. (2005) Experimental tests on frame subassemblies and systems designed for gravity loads and retrofitted with FRP. Cape Town, South Africa: International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2005), 21 Nov 2005.

• Palermo A. and Pampanin S. (2004) Enhanced Seismic Performance of hybrid bridge systems. New Delhi, India: FIB symposium on Segmental Construction, 1 Nov 2004.

• Palermo A., Pampanin S. and Calvi GM. (2004) Use of controlled rocking in framed bridges: comparison with traditional solutions (In Italian). Genova, Italy: ANIDIS, 11th National Conference on Earthquake Engineering, 1 Jan 2004.

• Pampanin S., Bolognini D., Pavese A., Magenes G. and Calvi GM. (2004) Multi-level Seismic Rehabilitation of Existing Frame Systems and Subassemblies using FRP Composites. Adelaide, Australia: CICE2004, 2nd International Conference on FRP Composites in Civil Engineering, 1 Dec 2004.

• Pampanin S., Magenes G. and Baletta G. (2004) Numerical Simulation of the Seismic Response of Pre-Code R.C. Infilled frames. Genova, Italy: ANIDIS, 11th National Conference on Earthquake Engineering, 1 Jan 2004.

• Pampanin S., Pagani C. and Zambelli S. (2004) Cable-Stayed and Suspended Post-Tensioned Solutions for Precast Concrete Frames: The Brooklyn System. Queenstown, New Zealand: New Zealand Concrete Society Conference, 1 Sep 2004.

• Pampanin S. and Christopoulos C. (2003) Non-Invasive Retrofit of Existing RC frames Designed for Gravity Loads Only. Athens, Greece: fib 2003 Symposium 'Concrete Structures in Seismic Regions', 1 May 2003.

• Pampanin S., Magenes G. and Carr A. (2003) Modelling of Shear Hinge Mechanism in Poorly Detailed RC Beam-Column Joints. Athens, Greece: fib 2003 Symposium "Concrete Structures in Seismic Regions", 1 May 2003.

• Calvi GM., Magenes G. and Pampanin S. (2002) Experimental Test on a Three Storey Reinforced Concrete Frame Designed for Gravity Only. London, UK: 12th European Conference on Earthquake Engineering, 11 Sep 2002.

• Pampanin S., Calvi GM. and Moratti M. (2002) Seismic Behavior of R.C. Beam-Column Joints Designed for Gravity Only. London, UK: 12th European Conference on Earthquake Engineering, 1 Sep 2002.

• Pampanin S., Christopoulos C. and Priestley MJN. (2002) Framework for Performance-Based Design and Assessment Approach Considering Residual Deformations. London, UK: 12th European Conference on Earthquake Engineering, 1 Sep 2002.

• Calvi GM., Magenes G. and Pampanin S. (2001) Relevance of beam-column joint damage and collapse in reinforced concrete frame assessment. Pavia, Italy: The 1st International ROSE Seminar, 25 Jun 2001.

• Calvi GM., Magenes G. and Pampanin S. (2001) Studio Sperimentale sulla Risposta Sismica di Edifici a Telaio in Cemento Armato Progettati per soli Carichi da Gravita' (in Italian). Potenza-Matera, Italy: 10th Italian National Conference on Earthquake Engineering, 1 Sep 2001.

• Calvi GM., Pampanin S., Fajfar P. and Dolsek M. (2000) New Methods for Assessment and Design of Structures in Seismic Zones: Present State and Research Needs. Belgirate (VB), Italy: International Workshop on Mitigation of Seismic Risk, 27 Nov 2000.

• Pampanin S., Priestley MJN. and Sritharan S. (2000) Alternative Design Philosophies for Precast Concrete Buildings: Prospectives for the Italian Reality (In Italian). Pisa, Italy: 13th CTE (Collegium of the Building Technology) Convention, 1 Nov 2000.

• Pampanin S., Priestley MJN. and Sritharan S. (2000) Passive Energy Dissipation and Self-Centering Capabilities in Precast Ductile Connections. ENPC Champse sur-Marne, France: 2nd European Conference on Structural COntrol (2ECSC), 3 Jul 2000.

• Pampanin S., Priestley MJN., Sritharan S. and Calvi GM. (2000) Alternative Seismic Design Philosophies for Precast Concrete Buildings: Prospectives for the Italian Reality (in Italian). Pisa, Italy: 13th CTE Convention, 1 Nov 2000.

• Pampanin S., Sritharan S., Priestley MJN. and Calvi GM. (1999) Large Scale Test of a Five-Storey Precast Concrete Building with Ductile Connections (in Italian). Turin: 9th Italian National Conference on Earthquake Engineering, 1 Sep 1999.

Oral Presentations

• Dhakal RP., MacRae GA., Pampanin S. and Palermo A. (2013) Seismic risk assessment, Performance of Non-Structural Components and Contents. University of Canterbury, Christchurch, New Zealand: Technical Launch of University of Canterbury Quake Centre (UCQC).

• Pampanin S., Pagani C. and Zambelli S. (2004) Concept, Design and Application of a Newly Developed Post-Tensioned Precast Frame System. Atlanta, USA: PCI, Precast/Prestressed Concrete Institute, 10 Nov 2004.

• Pampanin S. (2002) Seismic Performance of Gravity-Load Designed R.C. Frame Buidlings. University of Canterbury, Christchurch, NZ: Invited Seminar.

• Pampanin S., Magenes G. and Calvi GM. (2002) Beam-Column Damage and Collapse: Implications and Relevance in RC Frame Assessment. First ROSE School International Seminar on Controversial Issues in Earthquake Engineering.

• Pampanin S. (2000) Basics of Signal Analysis. Pavia, Italy: International Seminar on Evaluation of Seismic Risk and Reduction of Vulnerability of Historical Structures.

Other

• Pampanin S. and Park R. (2005) Appendix B: Special provisions for the seismic design of jointed ductile precast concrete connections. : 24pp. Standards New Zealand.

• Pampanin S., Christopoulos C. and Priestley MJN. (2002) Residual Deformations in the Performance-Based Seismic Assessment of Frame Structures. Research Report ROSE (European School for Advanced Studies in Reduction of Seismic Risk), 2002-02. : 203.

Reports

• Del Vecchio C., Gentile R. and Pampanin S. (2017) The Simple Lateral Mechanism Analysis (SLaMA) for the seismic performance assessment of a case study building damaged in the 2011 Christchurch earthquake. In UC Research Report.

• Tsoukantas S., Pampanin S., Toniolo G., Gosh SK., Sennour L., D'Arcy T., Sthaladipti S., Menegotto M., Ozden S. and Lucio V. (2016) Precast-concrete buildings in seismic areas, International Federation of Concrete, fib, Bulletin n.78 International Federation of Concrete. In State-of-Art Report, fib International Federation of Concrete, Lausanne. Commissioned by fib International Federation of Concrete.

• Velez CG., Dhakal R., Pampanin S. and Beyer K. (2016) Seismic vulnerability assessment of reinforced concrete shear walls in Christchurch, New Zealand. In Research Report, Department of Civil and Natural Resources Engineering, University of Canterbury. 105.

• MacRae GA., Pampanin S., Dhakal R., Palermo A., Baird A. and Tasligedik S. (2012) Review of design and installation practices for non-structural components.Commissioned by Engineering Advisory Group of the Department of Building and Housing.

• Buchanan AH., Bull D., Dhakal R., MacRae G., Palermo A. and Pampanin S. (2011) Base Isolation and Damage-Resistant Technologies for Improved Seismic Performance of Buildings.University of Canterbury. Civil and Natural Resources Engineering. Commissioned by Royal Commission of Inquiry into Building Failure Caused by the Canterbury Earthquakes. 99pp-99pp.

• Marriott D., Pampanin S. and Palermo A. (2007) Seismic design, experimental response and numerical modeling of rocking bridge piers with hybrid post-tensioned connections.Dept of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.

• Pettinga JD., Pampanin S., Christopoulos C. and Priestley MJN. (2007) Developments in the Prediction and Mitigation of Residual Deformations due to Seismic Demand, including Asymmetric Structural Response.IUSS Press.

• Park R., Watanabe F. and MacRae GA. (2003) “Seismic Design of Precast Concrete Building Structures”, International Federation of Structural Concrete, Federation International Beton (FIB) State of the Art Report, Bulletin 27, Lausanne, Switzerland.Commissioned by Federation International Beton.

• Pampanin S., Christopoulos C. and Priestley MJN. (2002) Residual Deformations in the Performance-Based Seismic Assessment of Frame Structures.Commissioned by European School for Advanced Studies in Reduction of Seismic Risk, Research Report ROSE-2002/02. 216pp.

Additional Publications

• Millen MDL. (2016) Integrated Performance-based Design of Building-foundation Systems. PhD Thesis.

• Pampanin S. (2000) Alternative Design Philosophies and Seismic Response of Precast Concrete Buldings. Milan, Italy. Technical University of Milan.

• Pampanin S. (2000) Analytical Modeling of the Seismic Behavior of Frame Systems Ductile Connections. San Diego, La Jolla, USA. University of California, Department of Structural.

• Pampanin S. (1997) Study on the Boundary Conditions of the Leaning Tower of Pisa Colonnade by Dynamic Finite Element Analysis with Contact Surfaces (in Italian). [Laurea Thesis]. Italy. Department of Structural Mechanics, University of.

Research Groups