Research/Scholarly/Creative Works

Authored Books

• Pampanin S., Palermo A. and Buchanan A. (2013) Post-Tensioned Timber Buildings - Design Guide. Christchurch: Structural Timber Innovation Company (STIC). 286.

• 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.

Journal Articles

• Andisheh K., Scott A. and Palermo A. (2021) Effects of Corrosion on Stress–Strain Behavior of Confined Concrete. ASCE Journal of Structural Engineering 147(7) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0003005.

• 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.

• Tasalloti A., Chiaro G., Banasiak L. and Palermo A. (2021) Experimental investigation of the mechanical behaviour of gravel-granulated tyre rubber mixtures. Construction and Building Materials 273 http://dx.doi.org/10.1016/j.conbuildmat.2020.121749.

• Tasalloti A., Chiaro G., Murali A., Banasiak L., Palermo A. and Granello G. (2021) Recycling of end-of-life tires (ELTs) for sustainable geotechnical applications: A New Zealand perspective. Applied Sciences (Switzerland) 11(17) http://dx.doi.org/10.3390/app11177824.

• Auman H., Stratford C. and Palermo A. (2020) An Overview of Research and Applications of FRP in New Zealand Reinforced Concrete Structures. Structural Engineering International 30(2): 201-208. http://dx.doi.org/10.1080/10168664.2019.1699491.

• Chiaro G., Tasalloti A., Banasiak LJ., Palermo A., Granello G. and Rees S. (2020) Sustainable recycling of end-of-life tyres in civil (geotechnical) engineering applications: turning issues into opportunities in the New Zealand context. NZ Geomechanics News 99: 38-47.

• 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. and Palermo A. (2020) Monitoring Dynamic Properties of a Pres-Lam Structure: Trimble Navigation Office. Journal of Performance of Constructed Facilities 34(1) http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0001359.

• 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.

• Hernández E., Palermo A., Granello G., Chiaro G. and Banasiak LJ. (2020) Eco-rubber Seismic-Isolation Foundation Systems: A Sustainable Solution for the New Zealand Context. Structural Engineering International 30(2): 192-200. http://dx.doi.org/10.1080/10168664.2019.1702487.

• Liu R. and Palermo A. (2020) Characterization of Filler-Free Buckling Restrained Fuse-Type Energy Dissipation Device for Seismic Applications. Journal of Structural Engineering (United States) 146(5) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002591.

• Liu R. and Palermo A. (2020) Ten Years of Experiments on Bridges Using Resilient Damage-Resistant Systems and Accelerated Construction Techniques. Structural Engineering International 30(2): 224-231. http://dx.doi.org/10.1080/10168664.2020.1717406.

• Marshal J., Granello G. and Palermo AG. (2020) Vibration performance of timber-composite floor: a case study. SESOC - Structural Engineering Society New Zealand 33(1, April): 33-47.

• 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.

• Routledge P., McHaffie B., Cowan M. and Palermo A. (2020) Wigram-Magdala Link Bridge; Low-damage Details for a More Efficient Seismic Design Philosophy. Structural Engineering International May: 177-185. http://dx.doi.org/10.1080/10168664.2019.1679696.

• Yamaguchi T., Sun Z. and Palermo A. (2020) Introduction: Special Issue on Recent Research and Structures in New Zealand. Structural Engineering International 30(2): 163. http://dx.doi.org/10.1080/10168664.2020.1739874.

• Andisheh K. and Palermo AG. (2019) Cyclic Response of a Bridge Pier Subjected to Corrosion. Engineering Structures.

• Andisheh K., Scott A. and Palermo AG. (2019) Experimental evaluation of the residual compression strength and ultimate strain of chloride corrosion‐induced damaged concrete. Structural Concrete 20(1): 296-306. http://dx.doi.org/10.1002/suco.201800108.

• Andisheh K., Scott A., Palermo AG. and Clucas D. (2019) Influence of chloride corrosion on the effective mechanical properties of steel reinforcement. Structure and Infrastructure Engineering 15(8): 1036-1048. http://dx.doi.org/10.1080/15732479.2019.1594313.

• Auman H. and Palermo AG. (2019) Experimental Performance of GFRP Reinforced Bridge Deck under Flexural Loading. IABSE SEI Journal.

• Bocchini GM., Rais A., Brando M., Giovinazzi S., Palermo AG. and Crowley H. (2019) Earthquake-Induced Physical Damage and Functional Impact on Bridges: Learning from the Mw 6.2 Christchurch Earthquake (New Zealand). ASCE Journal of Performance of Constructed Facilities.

• Granello G. and Palermo A. (2019) Creep in timber: research overview and comparison between code provisions. New Zealand Timber Design Journal 27(1): 6-22.

• Granello G. and Palermo AG. (2019) Literature Review on Post-tensioned Timber Buildings. ASCE Journal of Structural Engineering.

• Granello G., Palermo AG. and Valipour H. (2019) A Numerical Approach for the Long-Term Analysis of Unbonded Post-Tensioned Timber Beams. Journal of Structural Engineering.

• Leyder C., Granello G., Frangi A., Palermo AG. and Chatzi E. (2019) Long-term performance assessment of an operative post-tensioned timber frame structure. ASCE Journal of Structural Engineering.

• Liu R. and Palermo AG. (2019) Multi-“Hinge” hierarchical activation to improve structural robustness of post-tensioned rocking piers. ACI Structural Journal (Special Issue "Structural performance of concrete ) SP-341-10: 202-225.

• MacHaffie B., Routledge P. and Palermo A. (2019) Seismic Philosophy: the Wigram Magdala Bridge link.. Bridge Design and Engineering (97): 79-81.

• Mashal M. and Palermo A. (2019) Emulative seismic resistant technology for Accelerated Bridge Construction. Soil Dynamics and Earthquake Engineering 124: 197-211. http://dx.doi.org/10.1016/j.soildyn.2018.12.016.

• Mashal M. and Palermo AG. (2019) Emulative Cast-in-Place Seismic Design for Accelerated Bridge Construction. International Journal of Soil Dynamics and Earthquake Engineering.

• Mashal M. and Palermo AG. (2019) Innovative Metallic Dissipaters for Vibration Protection. International Journal of Soil Dynamics and Earthquake Engineering.

• Mashal M. and Palermo AG. (2019) Low damage seismic design for accelerated bridge construction. Journal of Bridge Engineering 24(7) 04019066: 13. http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0001406.

• Mashal M. and Palermo AG. (2019) Simplified Analytical Modeling for ABC High Damage and Low Damage. Bulletin of the New Zealand Society for Earthquake Engineering.

• Mashal M., Palermo A. and Keats G. (2019) Innovative metallic dissipaters for earthquake protection of structural and non-structural components. Soil Dynamics and Earthquake Engineering 116: 31-42. http://dx.doi.org/10.1016/j.soildyn.2018.10.002.

• McHaffie B. and Palermo AG. (2019) Efficiency in the Design of Dissipative Controlled Rocking Connections - A New Zealand Context. Bulletin of the New Zealand Society for Earthquake Engineering.

• Peric L., Granello G., Steigner R., Frangi A., Palermo AG. and Stojadinovic B. (2019) Anwendungsgrenzen von Holzrahmenwanden in Gebie-ten mit Niedriger bis Moderater Seismizitat (in German). Bautechnik / Structural Engineering.

• Pillion D. and Palermo AG. (2019) Behavior of Post-Tensioned Mass Timber Wall Systems with Single and Multiple Rocking Segments. International Journal of Soil Dynamics and Earthquake Engineering.

• Pillon D. and Palermo AG. (2019) Benefits of Multiple Rocking Connections Segments for Cross-Laminated and LVL Pres-Lam Wall Systems. Journal of Earthquake Engineering.

• Pilon DS., Palermo A., Sarti F. and Salenikovich A. (2019) Benefits of multiple rocking segments for CLT and LVL Pres-Lam wall systems. Soil Dynamics and Earthquake Engineering 117: 234-244. http://dx.doi.org/10.1016/j.soildyn.2018.11.026.

• Rais A., Palermo AG., Giovinazzi S. and Lee P. (2019) Conceptual Behavior of Pipes at Bridge Crossings under Seismic Loading. Journal of Engineering Mechanics - ASCE.

• van Beerschoten W., Carradine D., Palermo AG. and Granello G. (2019) Testing and Modelling of Long-span Timber Beams using Unbonded Post-Tensioning. ASCE Journal of Structural Engineering.

• Al-Ani M., Murashev A., Palermo AG., Andisheh K., Wood J., Goodall D. and Lloyd N. (2018) Criteria and guidance for the design of integral bridges. Proceedings of the Institution of Civil Engineers: Bridge Engineering 171(3): 143-154. http://dx.doi.org/10.1680/jbren.17.00014.

• Andisheh K., Liu R., Palermo A. and Scott A. (2018) Cyclic Behavior of Corroded Fuse-Type Dissipaters for Posttensioned Rocking Bridges. Journal of Bridge Engineering 23(4) http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0001197.

• Granello G., Andisheh K., Palermo AG. and Waldin J. (2018) Microwave Radar Interferometry as a Cost-Efficient Method of Monitoring the Structural Health of Bridges in New Zealand. Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE) 28(4): 518-525. http://dx.doi.org/10.1080/10168664.2018.1461538.

• 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.

• Leyder C., Granello G., Frangi A., Palermo AG. and Chatzi E. (2018) Long-Term Performance of Post-tensioned Timber Frame Structures. Journal of Engineering Structures.

• 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.

• Sarkis A., Granello G., Liu R., Capellaro C., Palermo AG. and Millar P. (2018) He kōrero takiwā, he takiwā korero/stories within spaces, spaces defined by stories: A footbridge design concept for New Zealand. Structural Engineering International 28(4): 418-424. http://dx.doi.org/10.1080/10168664.2018.1484678.

• van Beerschoten W., Granello G., Palermo A. and Carradine D. (2018) Determining the Flexural Capacity of Long-Span Post-Tensioned LVL Timber Beams. Journal of Structural Engineering http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0002354.

• Worner V., Auman H., Palermo A. and Scott A. (2018) An overview of the use of glass fiber reinforced polymer bars as reinforcement in concrete structures. SESOC Journal 31(1): 47-56.

• Dizhur D., Simkin G., Giaretton G., Loporcaro G., Palermo A. and Ingham J. (2017) Performance of winery facilities during the 14 November 2016 Kaikōura earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 50(2): 206-224.

• 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.

• 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.

• 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.

• 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.

• Wotherspoon LM., Palermo A. and Holden C. (2017) The 2016 Mw 7.8 Kaikōura earthquake: An introduction. Bulletin of the New Zealand Society for Earthquake Engineering 50(2): i-iv.

• Wotherspoon LM., Palermo A. and Holden C. (2017) The 2016 Mw7.8 Kaikōura earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 50(2): i-iv. http://dx.doi.org/10.5459/bnzsee.50.2.i-iv.

• Acikgoz S., Ma Q., Palermo A. and DeJong MJ. (2016) Experimental Identification of the Dynamic Characteristics of a Flexible Rocking Structure. Journal of Earthquake Engineering 20(8): 1199-1221. http://dx.doi.org/10.1080/13632469.2016.1138169.

• Andisheh K., Scott A. and Palermo A. (2016) Modeling the influence of pitting corrosion on the mechanical properties of steel reinforcement. Materials and Corrosion 67(11): 1220-1234. http://dx.doi.org/10.1002/maco.201508795.

• Andisheh K., Scott A. and Palermo A. (2016) Seismic Behavior of Corroded RC Bridges: Review and Research Gaps. International Journal of Corrosion 2016 http://dx.doi.org/10.1155/2016/3075184.

• 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.

• 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.

• Mashal M., White S. and Palermo AG. (2016) Quasi-Static Cyclic Testing of Emulative Cast in Place Connections for Accelerated Bridge Construction in Seismic Regions. Bulletin of the New Zealand Society for Earthquake Engineering 49(3): 267-282.

• 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.

• Valipour H., Khorsandnia N., Crews K. and Palermo A. (2016) Numerical modelling of timber/timber-concrete composite frames with ductile jointed connection. Advances in Structural Engineering 19(2): 299-313. http://dx.doi.org/10.1177/1369433215624600.

• White S. and Palermo A. (2016) Quasi-static testing of posttensioned nonemulative column-footing connections for bridge piers. Journal of Bridge Engineering 21(6) 04016025: 13. http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000872.

• 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.

• Kivell A., Palermo A. and Scott A. (2015) Complete Model of Corrosion-Degraded Cyclic Bond Performance in Reinforced Concrete. ASCE Journal of Structural Engineering 141(9) 04014222-1: 9pp. http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001195.

• 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.

• Van Beerschoten WA., Palermo A. and Carradine D. (2015) Experimental testing of posttensioned timber frames under gravity loading. Journal of Structural Engineering (United States) 141(9) http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0001179.

• 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.

• Biondini F., Camnasio E. and Palermo A. (2014) Lifetime seismic performance of concrete bridges exposed to corrosion. Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance 10(7): 880-900. http://dx.doi.org/10.1080/15732479.2012.761248.

• Cubrinovski M., Winkley A., Haskell J., Palermo A., Wotherspoon L., Robinson K., Bradley B., Brabhaharan P. and Hughes M. (2014) Spreading-induced damage to short-span bridges in Christchurch, New Zealand. Earthquake Spectra 30(1): 57-83. http://dx.doi.org/10.1193/030513EQS063M.

• 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.

• 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.

• Beerschoten V., W., Carradine., D. and Palermo. (2013) Compressive strength and stiffness of Radiata Pine laminated veneer lumber (in German). European Journal of Wood and Wood Products 71(6): 795-804. http://dx.doi.org/10.1007/s00107-013-0741-0.

• Iqbal A., Pampanin S., Palermo AG., Buchanan A. and Fragiacomo M. (2013) Seismic design options for post-tensioned timber walls. New Zealand Journal of Timber Design 21(4): 3-10.

• 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.

• Palermo A. and Mashal M. (2012) Accelerated bridge construction (ABC) and seismic damage resistant technology: A New Zealand challange. NZSEE Bulletin 45(3): 123-134.

• Palermo A. and Mashal M. (2012) Accelerated bridge construction (abc) and seismic damage resistant technology: A new zealand challenge. Bulletin of the New Zealand Society for Earthquake Engineering 45(3): 123-134.

• 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.

• Biondini F., Palermo A. and Toniolo G. (2011) Seismic performance of concrete structures exposed to corrosion: case studies of low-rise precast buildings. Structure and Infrastructure Engineering 7(1-2): 109-119. http://dx.doi.org/10.1080/15732471003588437.

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

• 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.

• 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.

• Palermo A., Wotherspoon L., Hogan L., Le Heux M. and Camnasio E. (2011) Seismic Performance of Concrete Bridges During Canterbury Earthquakes. Structural Concrete: Journal of the FIB 13(1): 14-26. http://dx.doi.org/10.1002/suco.201100041.

• Palermo A., Wotherspoon L., Wood J., Chapman H., Scott A., Hogan L., Kivell A., Camnasio E., Yashinsky M. and Bruneau M. (2011) Lessons learnt from 2011 Christchurch earthquakes. Bulletin of the New Zealand Society for Earthquake Engineering 44(4): 319-333. http://dx.doi.org/10.5459/bnzsee.44.4.319-333.

• Palermo A., Wotherspoon L., Wood J., Chapman H., Scott A., Hogan L., Kivell A., Camnasio E., Yashinsky M. and Bruneau M. (2011) Lessons Learnt From 2011 Christchurch Earthquakes: Analysis and Assessment of Bridges. Bulletin of the New Zealand Society for Earthquake Engineering 44(4): 319-333.

• Wotherspoon L., Bradshaw A., Green R., Wood C., Palermo A., Cubrinovski M. and Bradley B. (2011) Performance of bridges during the 2010 Darfield and 2011 Christchurch earthquakes. Seismological Research Letters 82(6): 950-964. http://dx.doi.org/10.1785/gssrl.82.6.950.

• 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., 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.

• Palermo A., Heux ML., Bruneau M., Anagnostopoulou M., Wotherspoon L. and Hogan L. (2010) Preliminary findings on performance of bridges in the 2010 darfield earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 43(4): 412-420. http://dx.doi.org/10.5459/bnzsee.43.4.412-420.

• Palermo A., Le Heux M., Bruneau M., Anagnostopoulou M., Wotherspoon L. and Hogan L. (2010) Preliminary Findings on Performance of Bridges in the 2010 Darfield Earthquake. NZSEE Bulletin 40(4): 412-420.

• Pampanin S., Buchanan A. and Palermo A. (2010) Gluelam Timber and prestressing: The PRES_LAM system - new opportunities for timber engineering" (in Italian). “Emergenza in Abruzzo, Progettazione Sismica in Giappone, Turchia, Nuova Zealanda” Trasporti & Cultura (25).

• 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.

• 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.

• Della Bella M. and Palermo A. (2007) Reliability of Shear Strength Expressions for Hollow-core Slabs. Studies and Researches, Institution: Graduate School Fratelli Pesenti, Technical University of Milan 27: 33-60.

• 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).

• PALERMO A. (2005) Journal of Earthquake Engineering 9(6): 899-899. http://dx.doi.org/10.1142/s1363246905002328.

• Palermo A., Pampanin S. and Calvi G. (2005) Concept and development of Hybrid Systems for Seismic-Resistant Bridges. Journal of Earthquake Engineering 9(6): 899-921.

• 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.

• Mola F. and Palermo A. (2000) Long Term Analysis of Reinforced Concrete Elements under Seasonal Thermal Variations of Temperature, (in Italian). Studies and Researches 21(1): 183-206.

Conference Contributions - Published

• Banasiak L., Chiaro G., Palermo A. and Granello G. (2021) Environmental Implications of the Recycling of End-of-Life Tires in Seismic Isolation Foundation Systems. In Lecture Notes in Civil Engineering 144 LNCE: 43-52. http://dx.doi.org/10.1007/978-981-16-0077-7_5.

• Abu A. and Palermo A. (2020) Preface. In IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings: VI.

• Banasiak L., Chiaro G., Palermo A. and Granello G. (2020) Environmental implications of the recycling of end-of-life tires in seismic-isolation foundation systems. In Proceedings of the 1st International Symposium on Construction Resources for Environmentally Sustainable Technologies: 1-10.

• Brown J., Li M., Nokes R., Palermo A., Pampanin S. and Sarti F. (2020) Investigating the compressive toe of post-tensioned CLT core-walls using particle tracking technology. In.

• Chen Y., Palermo A. and Mashal M. (2020) Cyclic tests of an innovative seismic bracing member – multiple U-shaped flexural plates dissipater. In Proceedings of the 2020 New Zealand Society for Earthquake Engineering Annual Conference: 1-12.

• Horne P., Abu A., Palermo A. and Moss P. (2020) Analytical modelling of controlled rocking connections in posttensioned timber frames under combined seismic and gravity loading. In IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings: 1230-1238.

• McHaffie B., Routledge P. and Palermo A. (2020) Enhancing the application potential of dissipative controlled rocking connections through detailing and design. In IABSE Congress, Christchurch 2020: Resilient Technologies for Sustainable Infrastructure - Proceedings: 220-228.

• Tasalloti A., Chiaro G., Palermo A. and Banasiak L. (2020) Effect of Rubber Crumbs Volumetric Content on the Shear Strength of Gravelly Soil in Direct Shear Apparatus. In Geotechnical Special Publication 2020-February(GSP 319): 259-266. http://dx.doi.org/10.1061/9780784482827.029.

• Auman H., Palermo A. and Scott A. (2019) Glass Fiber-Reinforced Polymer Bars as Reinforcing in Structures under Seismic Loading. In Proceedings of the IABSE Congress: the evolving metropolis: 8.

• Auman H., Scott A., Palermo A. and Worner V. (2019) Exploring the potential use of GFRP bars in earthquake-resistant concrete structures. In 20th Congress of IABSE, New York City 2019: The Evolving Metropolis - Report: 474-479.

• Banasiak L., Chiaro G., Palermo A. and Granello G. (2019) Environmental implications of end-of-life tyres on ground water and their reuse in civil engineering applications. In Proceedings of the NZ Hydrological Society Conference: 1-2.

• Banasiak L., Chiaro G., Palermo A. and Granello G. (2019) Recycling of end-of-life tyres in civil engineering applications: Environmental Implications. In Proceedings of the 31st Annual WasteMINZ Conference: 6.

• Chiaro G., Palermo A., Banasiak L. and Granello G. (2019) Direct shear behavior of gravel-granulated tyre rubber mixtures. In Acosta-Martínez H; Lehane B (Eds). ANZ Geomechanics 2019 Proceedings: 221-226. Sydney: Australian Geomechanics Society.

• Chiaro G., Palermo A., Granello G., Hernandez E., Tasalloti A., Stratford C. and Banasiak LJ. (2019) Enhancing the resilience of low-rise buildings: a New Zealand perspective. In Proceedings of the 2019 Society for Earthquake and Civil Engineering Dynamics Conference (SECED 2019): 8.

• Chiaro G., Palermo A., Granello G., Tasalloti A., Stratford C. and Banasiak L. (2019) Eco-rubber seismic-isolation foundation systems: a cost-effective way to build resilience. In : 8.

• Hernandez E., Matthews B., Granello G. and Palermo A. (2019) Improving the shear capacity of hollow core panels through CFRP sheets and steel fibers. In Proceedings of the 2019 Concrete New Zealand Conference: 1-8.

• Hernandez E., Palermo A., Granello G. and Chiaro G. (2019) An innovative and eco-friendly foundation system to enhance the resilience of low-rise buildings. In Proceedings of the 2019 Concrete New Zealand Conference: 1-8.

• Horne P., Abu A., Palermo A. and Moss P. (2019) Performance of post-tensioned timber beam-column connections in fire. In Tan KH; Zhao O (Eds). Proceedings of the Applications of Structural Fire Engineering Conference 2019: 261-267.

• Horne P., Palermo A., Abu A. and Moss P. (2019) Implications of seismic design detailing on the fire performance of Post-Tensioned Timber frames. In Proceedings of the 2019 Pacific Conference on Earthquake Engineering.

• Liu R. and Palermo A. (2019) Quasi-static seismic load testing of a 2/3 scale multi-joint precast rocking bridge column. In Concrete - Innovations in Materials, Design and Structures 47: 1142-1149.

• Liu R., MacHaffie B. and Palermo A. (2019) Effect of near and far field seismic events on the exhaustion of dissipater fatigue life. In : 8.

• Mashal M. and Palermo A. (2019) A new generation of metallic dissipaters for low damage seismic design of structures. In ASCE Structures Congress: 12.

• Mashal M. and Palermo A. (2019) Experimental testing and analytical modelling of grooved dissipaters. In : 8.

• Mashal M. and Palermo A. (2019) Recent Developments on Seismic Resistant Technologies for Accelerated Bridge Construction. In : 9.

• Mashal M. and Palermo A. (2019) Simplified analytical modeling for emulative cast-in-place connections for Accelerated Bridge Construction in seismic zones. In ASCE Structures Congress: 12.

• Mashal M. and Palermo A. (2019) Simplified macro-modelling for predicting seismic response of bridges with dissipative controlled rocking connections. In : 8.

• Miliziano A., Granello G., Palermo A. and Pampanin S. (2019) Performance Based Design for Post-tensioned Timber Frames. In Proceedings of the 2019 Society for Earthquake and Civil Engineering Dynamics Conference (SECED 2019): 8.

• Palermo A., Loporcaro G., Campbell W., Hyndman D., Walker A. and Wood R. (2019) Post-earthquake recovery phase of winery facilities. A case study in the Marlborough area. In : 8.

• Pampanin S., Ciurlanti J., Bianchi S., Palmieri M., Grant D., Granello G., Palermo A., Perrone A. and Correia A. (2019) Overview of SERA Project: 3D shaking table tests on an integrated low-damage building system. In : 8.

• Teh Z., Palermo A. and Lowe M. (2019) Case study: Designing a settlement tolerant building using simplified soil structure interaction. In : 8.

• Auman H. and Palermo A. (2018) Cyclic bond performance of glass fiber-reinforced​ polymer (GFRP) bars from beam bond testing. In : 8 pages.

• Chegini Z. and Palermo A. (2018) Parametric analysis of dissipative rocking superstructures. In Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges - Proceedings of the 9th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018: 2771-2779.

• 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.

• Granello G., Broccardo M., Palermo AG. and Pampanin S. (2018) Fragility Curves for Post-tensioned Timber Frames. In.

• Granello G., Palermo AG. and Pampanin S. (2018) Time Dependent Fragility Curves for Post-tensioned Timber Frames. In.

• Liu R. and Palermo AG. (2018) Design and Testing of a Low Damage Post-tensioned Multi-Joint Rocking Pier. In.

• Liu R., MacHaffie B. and Palermo A. (2018) Improving post-tensioned rocking bridge columns for large and multiple earthquake events. In.

• Malhotra R., Ndarowa C., MacRae G., Palermo AG. and Broglio S. (2018) Footfall Induced Vibration Response of a Base-Isolated Steel Building. In Key Engineering Materials 763: 992-1001. http://dx.doi.org/10.4028/www.scientific.net/KEM.763.992.

• Malhotra R., Ndarowa C., MacRae GA., Palermo A. and Broglio S. (2018) Footfall Induced Vibration Response of a Base-Isolated Steel Building. In Mazzolani F; Clifton GC; MacRae G (Eds). Key Engineering Materials 763: 992-1001. Trans Tech Publications. http://dx.doi.org/10.4028/www.scientific.net/KEM.763.992.

• McHaffie B., Sarkis A., Liu R. and Palermo A. (2018) Lessons learnt from the 14th November Kaikōura Earthquake and next generation of resilient solutions for bridges. In IABSE 2018: Tomorrow's Megastructures: S23-141-S23-148.

• Sarkis AI., MacHaffie B. and Palermo A. (2018) Lessons Learnt from the 2016 Kaikōura Earthquake & Next generation of Resilient Solutions for Bridges. In.

• Sarkis Fernandez A., Kammouh O., Palermo AG. and Cimellaro G. (2018) Quantifying the Seismic Resilience of Bridges: a Pathway Towards a Resilience Based Design. In Integrating Science, Engineering, & Policy: 1718-1729. Curran Associates Inc..

• Sarkis Fernandez A., McHaffie B. and Palermo AG. (2018) A Multi-Level Comparison Between Plastic Hinges and Dissipative Controlled Rocking for Bridges – The Awatere River Bridge Case Study. In.

• Sarkis Fernandez A., Palermo AG., Kammouh O. and Cimellaro G. (2018) Seismic Resilience of road bridges: lessons learned from the 14 November Kaikoura Earthquake. In Powers N; Frangopol D; Al-Mahaidi R; Caprani C (Eds). Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges: 1988-1996. http://dx.doi.org/10.1201/9781315189390.

• Al-Ani M., Murashev A., Palermo AG., Andisheh K., Wood J., Goodall D. and Lloyd N. (2017) Criteria and guidance for the design of integral bridges. In : 8.

• Andisheh K., Scott A. and Palermo AG. (2017) Low cycle fatigue behavior of corroded fuse-type dissipaters for post-tensioned rocking bridge piers. In.

• Bellamy L., Palermo AG. and Sullivan T. (2017) Developing Innovative Facades with Improved Seismic and Sustainability Performance. In 12th Conference on Advanced Building Skins.

• Chegini Z. and Palermo AG. (2017) Quai-static Testing of a Large Scale Bridge with Dissipative Controlled Rocking Connections in the Superstructure. In.

• Granello G., Palermo A., Leyder C., Pampanin S. and Frangi A. (2017) Design Equations to Predict Losses in Post-tensioned Timber Frames. 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., Sarti T., Smith T., Moroder D., Palermo AG. and Pampanin S. (2017) Time-Dependent Seismic Performance of Post Tensioned Timber Buildings. 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.

• Liu R. and Palermo AG. (2017) Experimental Testing of the Next Generation of Low Damage Rocking Bridge Piers. In.

• Liu R. and Palermo AG. (2017) Quasi-static testing of a 1/3 scale precast concrete bridge utilising a post-tensioned dissipative controlled rocking pier. In.

• Mashal M. and Palermo AG. (2017) Experimental Testing and Analytical Modelling of Post-Tensioned Earthquake Damage Resistant Technologies for Accelerated Bridge Construction: Comparison with Emulative Monolithic Solution. In.

• McHaffie B. and Palermo AG. (2017) Impact of post-earthquake reparability for low damage rocking bridge on the design framework. In : 8.

• Rais A., Liu R. and Palermo AG. (2017) Damage Assessment of Concrete Road Bridges during the Kaikoura Earthquake 2016. In.

• Routledge P., Cowan M. and Palermo AG. (2017) Wigram-Magdala Link Bridge – the first New Zealand Bridge with Low-Damage Ductile-Jointed Bridge Piers. In.

• Routledge P., McHaffie B., Cowan M. and Palermo AG. (2017) Wigram-Magdala Link Bridge: Low-Damage Details For a More Efficient Seismic Design Philosophy. In : 8.

• Sarkis Fernandez A. and Palermo A. (2017) Low Damage Technologies and Resilience-Based Design for Concrete Bridges: Beyond Ductility Concepts. In : 2563-2572. Springer, Cham.

• Sarkis Fernandez A. and Palermo AG. (2017) Quantifying resilience of damage-resistant technologies: framework for enhancing New Zealand’s bridges seismic performance. In.

• Sarkis Fernandez A., Granello G., Liu R., McHaffie B., Cappellaro C., Wallbanks E., Patterson D., Palermo AG., Kreisler A. and Millar P. (2017) Stories Within Spaces, Spaces Defined by Stories: Footbridge Design Concept, Christchurch, New Zealand. In Footbridge 2017 Berlin - Tell A Story: Conference Proceedings http://dx.doi.org/10.24904/footbridge2017.10467.

• Sarkis Fernandez A., McHaffie B. and Palermo AG. (2017) Resilience-based design and damage-resistant technologies for an enhanced seismic performance of bridges. In.

• Andisheh K., Scott A. and Palermo A. (2016) Comparison seismic performance of high damage and low damage bridge piers subjected to corrosion via experimental cyclic tests. In Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks - Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016: 1612-1619.

• Andisheh K., Scott A. and Palermo A. (2016) Comparison seismic performance of high damage and low damage bridge piers subjected to corrosion via experimental cyclic tests. In MAINTENANCE, MONITORING, SAFETY, RISK AND RESILIENCE OF BRIDGES AND BRIDGE NETWORKS: 422-423.

• Chegini Z. and Palermo AG. (2016) Quasi-static testing of a large-scale pre-cast bridge with controlled rocking post-tensioned connections in the superstructure. In.

• Granello G., Andisheh K., Palermo AG. and Waldin J. (2016) Microwave Interferometry Radar as Cost-Effective Technique for Bridge Monitoring. In.

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

• Liu R. and Palermo A. (2016) Controlled rocking, dissipative controlled rocking and multi-hierarchical activation: Numerical analysis and experimental testing. In ECCOMAS Congress 2016 - Proceedings of the 7th European Congress on Computational Methods in Applied Sciences and Engineering 3: 4969-4982.

• Liu R. and Palermo AG. (2016) Large Scale Testing of a Low Damage Substructure Connection in a Precast Concrete Bridge. In.

• Liu R. and Palermo AG. (2016) Pier to deck interaction and robustness of PRESSS hybrid rocking: issues affecting hammerhead pier bridges. In.

• Mashal M. and Palermo A. (2016) Experimental testing of high and low damage seismic resistant connections Accelerated Bridge Construction (ABC). In Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks - Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016: 1082-1089.

• Mashal M. and Palermo AG. (2016) Low damage seismic resistant technologies for performance-based design of accelerated bridge construction in high seismicity. In.

• Mashal M. and Palermo AG. (2016) Low Damage Seismic Resistant Technologies for Performance-Based Design of Prefabricated Bridge Substructure Systems. In.

• Palermo AG., Chegini Z., Mashal M. and White S. (2016) Damage resistant connections for resilient bridge design in seismic areas. In.

• Routledge P., Cowan M. and Palermo AG. (2016) Low-damage detailing for bridges - A case study of Wigram-Magdala Bridge. In.

• 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.

• White S., Routledge P. and Palermo AG. (2016) Seismic Low Damage Technologies for Bridges in New Zealand: From Research to Practice. In.

• Adishesh K., Scott A. and Palermo AG. (2015) Experimental study of the effects of corrosion on seismic performance of un-bonded post-tensioned rocking bridge piers with replaceable external dissipaters. In.

• Chegini Z. and Palermo AG. (2015) Introduction of a low-damage connection between superstructure and substructure elements of precast bridges. In.

• Chegini Z. and Palermo AG. (2015) Large-scale testing of low-damage superstructure connections in precast bridges. In.

• Liu R. and Palermo AG. (2015) Low Damage design and Seismic Isolation: What’s the difference? In.

• Mashal M. and Palermo A. (2015) High-damage and low-damage seismic design technologies for accelerated bridge construction. In Structures Congress 2015 - Proceedings of the 2015 Structures Congress: 549-560. http://dx.doi.org/10.1061/9780784479117.048.

• Mashal M. and Palermo AG. (2015) High Damage and Low Damage Seismic Design Technologies for Accelerated Bridge Construction (ABC) in High Seismicity. In.

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

• Rais A., Giovinazzi S. and Palermo A. (2015) Pipelines at Bridge Crossings: Empirical-Based Seismic Vulnerability Index. In Pipelines 2015: Recent Advances in Underground Pipeline Engineering and Construction - Proceedings of the Pipelines 2015 Conference: 1642-1654. http://dx.doi.org/10.1061/9780784479360.151.

• Rais A., Giovinazzi S., Palermo AG. and Lee P. (2015) Bridge-Utility Systems: Learnings from the Canterbury Earthquakes (2010-11). 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.

• 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.

• Andisheh K., Scott A. and Palermo A. (2014) Preliminary estimation of reduction factors in mechanical properties of steel reinforcement due to pitting simulated corrosion. In.

• Andisheh K., Scott A. and Palermo AG. (2014) Tensile and Cyclic Behavior of Corroded 10mm Deformed Steel Reinforcement-Preliminary Results. In.

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

• Chegini Z. and Palermo A. (2014) Investigation of the behaviour of small-scale bridge models using shake table tests. In.

• Fontanelli P., Palermo A., Brando M., Carr A. and Chesi C. (2014) Seismic rocking retrofit of Christchurch's Triumphal Arch: validation of design concepts through numerical analyses. 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.

• Mashal M. and Palermo A. (2014) Experimental investigation into the seismic performance of half-scale fully precast bridge bent incorporating emulative solution. In NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering http://dx.doi.org/10.4231/D3BR8MH01.

• Mashal M. and Palermo A. (2014) Experimental Investigation into the Seismic Performance of Half-Scale Precast Bridge Bents Incorporating Emulative and Post-Tensioned Low Damage Solutions. In.

• Mashal M. and Palermo A. (2014) Experimental Testing of Emulative Fully Precast Concrete Bridge Bent in Seismic Regions. In.

• Mashal M. and Palermo A. (2014) Quasi-static cyclic testing of half-scale fully precast bridge substructure system in high seismicity. In.

• Mashal M. and Palermo AG. (2014) Quasi-Static Experimental Testing of Emulative and Low-Damage Seismic Technologies for Accelerated Bridge Construction (ABC) in Seismic Areas. In.

• Mashal M., Palermo AG. and Chengini Z. (2014) Quasi-Static Cyclic Tests of Half-Scale Fully Precast Bridge Bents Incorporating Emulative and Post-Tensioned Low Damage Solutions. In Proceedings of the 15th European Conference on Earthquake Engineering.

• Mashal M., White S. and Palermo A. (2014) Accelerated bridge construction and seismic low-damage technologies for short-medium span bridges. In Engineering for Progress, Nature and People: 1208-1215. http://dx.doi.org/10.2749/222137814814067707.

• Mashal M., White S. and Palermo A. (2014) Bi-directional Quasi-Static Cyclic Testing of Emulative Precast Segmental Bridge Piers (E-PSBP) in High Seismic Regions. In.

• Mashal M., White S. and Palermo A. (2014) Uni and bi-directional quasi-static cyclic testing of Emulative Precast Segmental Bridge Piers (E-PSBP) in moderate to high seismic regions. In Bridge Maintenance, Safety, Management and Life Extension - Proceedings of the 7th International Conference of Bridge Maintenance, Safety and Management, IABMAS 2014: 2416-2424. http://dx.doi.org/10.1201/b17063-367.

• Mashal M., White S. and Palermo AG. (2014) Experimental Testing of Emulative Connections for Accelerated Bridge Construction in Seismic Areas. In.

• Mashal M., White S. and Palermo AG. (2014) Precast concrete connections for accelerated bridge construction in regions of high seismicity. In.

• 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.

• 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.

• 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).

• White S. and Palermo A. (2014) Controlled Damage Precast Connections for Accelerated Bridge Construction in Regions of High Seismicity. In.

• Worner V. and Palermo AG. (2014) Use of Glass Fibre Reinforced Polymer (GFRP) Reinforcing Bars for Concrete Bridge Decks. In.

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

• Brando M. and Palermo A. (2013) Assessment procedures for post-earthquake residual capacity of New Zealand Bridges damaged during the Canterbury earthquake sequence. In.

• Buchanan A., Palermo A., Carradine D. and Pampanin S. (2013) Post-tensioning for multi-storey timber buildings. In.

• Dunbar A., Pampanin S., Palermo A. and Buchanan A. (2013) Seismic design of core-walls for multi-storey timber buildings. In.

• Mashal M., White S. and Palermo A. (2013) Experimental Testing of Innovative Connections for Accelerated Bridge Construction. In.

• Mashal M., White S. and Palermo A. (2013) Investigation of Seismic Performance of Controlled and Low Damage Rocking Systems for Accelerated Bridge Construction of Segmental Bridge Piers. In.

• Mashal M., White S. and Palermo A. (2013) Quasi-Static Cyclic Tests of Emulative Precast Segmental Bridge Piers (E-PSBP). In.

• Mazza R., Palermo A. and Gutschmidt S. (2013) Dynamic behaviour of fully precast rocking bridge. In.

• Palermo A. and Brando M. (2013) Seismic Assessment of New Zealand Bridges in non liquefiable soils during Canterbury earthquake sequence. In.

• Palermo A. and Brando M. (2013) Seismic Assessment of New Zealand Bridges in non-liquefiable soils during Canterbury earthquake sequence. In.

• Ronca P., Crespi P., Bonardi D., Palermo AG. and Pampanin S. (2013) Cyclic behaviour of a replaceable dissipation device for damage-resisting wooden structure. In : 409-418. Oktay Ural, Emilio Pizzi and Sergio Croce.

• Sarti F., Palermo A. and Pampanin S. (2013) Experimental and analytical study of replaceable Buckling-Restrained Fused-type (BRF) mild steel dissipaters. 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.

• Tasligedik AS., Pampanin S. and Palermo A. (2013) Low Damage Seismic Solutions for non-Structural Drywall Partitions. 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) Performance of Precast Concrete Cladding Systems under In-plane Cyclic Loading. In.

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

• Biondini F., Camnasio E. and Palermo A. (2012) Life-cycle Performance of Concrete Bridges exposed to Corrosion and Seismic Hazard. In.

• Brando M., Lin SL., Giovinazzi S. and Palermo A. (2012) Observed and predicted bridge damage following the recent Canterbury earthquakes: Toward the calibration and refinement of damage and loss estimation tools. In.

• Camnasio E., Le Heux M., Palermo A. and Wotherspoon L. (2012) Lateral spreading interaction with bridges during the Canterbury earthquakes. In Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management: 2440-2448. http://dx.doi.org/10.1201/b12352-369.

• 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.

• Curtain B., Dekker D., Chung S. and Palermo A. (2012) Design of Carterton event centre: An example of innovative collaboration between architecture and timber engineering. In Architecture and Engineering Case Studies:: 331-337.

• Dekker D., Chung S. and Palermo A. (2012) Carterton Events Centre Auditorium Pres-Lam Wall Design and Construction. In.

• 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.

• Kivell A., Palermo A. and Scott A. (2012) Corrosion Related Bond Deterioration and Seismic Resistance of Reinforced Concrete Structures. In.

• Mashal M., White S. and Palermo A. (2012) Concepts and developments for accelerated bridge construction and dissipative controlled rocking. In.

• Palermo A. and Brando M. (2012) Lessons learnt from Canterbury Earthquake: damage assessment and numerical analysis of concrete bridges. In.

• Palermo A., Brando M. and Camnasio E. (2012) Assessment of bridges in non liquefiable soils following Canterbury earthquakes: Comparison between observations and numerical analyses. In.

• Palermo A., Brando M. and Camnasio E. (2012) Assessment of bridges in non-liquefiable soil following Canterbury earthquakes: comparison between observations and numerical analyses. In.

• Palermo A., Brando M. and Camnasio E. (2012) Damage assessment, analysis and modelling of bridges in non-liquefiable soil during Canterbury earthquakes. In.

• Palermo A., Camnasio E., Le Heux M. and Wotherspoon L. (2012) Lateral spreading interaction with bridges during the Canterbury earthquakes. In Bridge Maintenance, Safety, Management, Resilience and Sustainability:: 492.

• Palermo A., Kivell A., Wotherspoon L., Hogan L., Yashinsky M., Bruneau M. and Camnasio E. (2012) Overview of bridge performance during the 2011 Christchurch earthquake. In Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management: 2457-2466. http://dx.doi.org/10.1201/b12352-371.

• Palermo A., Sarti F., Baird A., Bonardi D., Dekker D. and Chung S. (2012) From theory to practice: Design, analysis and construction of dissipative timber rocking post-tensioning wall system for Carterton Events Centre, New Zealand. In.

• Palermo A., Wotherspoon L., Hogan L., Le Heux M., Camnasio E. and Brando M. (2012) Seismic Performance of Concrete Bridges during Canterbury Earthquakes. In : 1080-1091.

• 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., 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.

• 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. and Carradine D. (2012) Gravity Design of Post-tensioned Timber Frames for Multi-Storey Buildings. In.

• van Beerschoten W., Palermo A., Carradine D. and Law P. (2012) Unbonded post-tensioned timber gravity frames for multi-storey buildings. 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.

• van Beerschoten W., Palermo AG., Carradine D. and Buchanan A. (2012) Failure Criteria for Post-Tensioned Timber Beams (Technical Note). In Proceedings of 45th CIB-W18 meeting.

• Wotherspoon L. and Palermo A. (2012) Performance of bridges in regions affected by liquefaction during the 2010-2011 Canterbury earthquake sequence. In.

• Wotherspoon L. and Palermo A. (2012) Performance of bridges in regions affected by Liquefaction during the 2010-2011 Canterbury Earthquake sequence. In.

• Wotherspoon LM. and Palermo A. (2012) Effect of lateral spreading on bridge performance during the 2010-2011 Canterbury earthquake series. In.

• Wotherspoon LM., Hogan LS., Palermo A., Le Heux M., Bruneau M. and Anagnostopoulou M. (2012) Performance of bridges during the 2010 Darfield earthquake. In Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management: 2467-2474. http://dx.doi.org/10.1201/b12352-372.

• 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.

• Biondini F., Camnasio E. and Palermo A. (2011) Lifetime Seismic Performance of Aging Structural Systems. In.

• Cristini T., Palermo A., Crews K., Shrestha R. and Buchanan AH. (2011) Benefits of Longitudinal Post-tensioning in Timber Slabs. In.

• 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.

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

• Kivell A., Palermo A. and Scott A. (2011) Effects of Bond Deterioration due to Corrosion in Reinforced Concrete. In.

• Kivell A., Palermo A. and Scott A. (2011) Effects of Corrosion on Bond Performance Under Cyclic Loading: Experimental. In.

• Le Heux M., Palermo A., Cubrinovski M. and Mackenzie JR. (2011) Darfield Earthquake 2010: Lateral Spreading Actions on the Dallington Pedestrian Bridge. In.

• Palermo A. and Mashal M. (2011) Accelerated Bridge Construction (ABC) in Earthquake Prone Areas; International Trends and New Zealand Needs. In.

• Palermo A., Wotherspoon L. and Camnasio E. (2011) Damage Assessment Overview of Bridge Systems during Canterbury Earthquakes. In.

• Palermo AG., Pampanin S., Giorgini S. and Buchanan A. (2011) Potential of Longitudinal Post-Tensioning for Low-Medium Span Timber Bridges. In.

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

• Scott A., Palermo A. and Kivell A. (2011) Influence of Reinforcement Corrosion on the Bond Deterioration in High Performance Concrete. In.

• 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., Palermo A., Carradine D., Sarti F. and Buchanan AH. (2011) Experimental Investigation on the Stiffness of Beam-Column Connections in Post-Tensioned Timber Frames. In.

• 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.

• Biondini F., Camnasio E. and Palermo A. (2010) Lifetime seismic performance of concrete bridges. In : 8pp.

• Biondini F., Camnasio E. and Palermo A. (2010) Lifetime seismic performance of concrete bridges. In Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management: 2458-2465.

• Biondini F., Camnasio E. and Palermo A. (2010) Lifetime seismic performance of concrete bridges. In Bridge Maintenance, Safety, Management and Life-Cycle Optimization - Proceedings of the 5th International Conference on Bridge Maintenance, Safety and Management: 2465-2472.

• Biondini F., Camnasio E. and Palermo A. (2010) Seismic Performance of Concrete Structures in Aggressive Environments. 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.

• Giorgini S., Neale A., Palermo A., Carradine D., Pampanin S. and Buchanan AH. (2010) Predicting Time Dependent Effects in Unbonded Post-Tensioned Timber Beams and Frames. In.

• 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.

• Newcombe MP., Cusiel MR., Pampanin S., Palermo A. and Buchanan AH. (2010) Simplified Design of Post-Tensioned Timber Frames. In.

• Palermo A. (2010) Research Investigations on the Seismic Performance of Precast Concrete Industrial Buildings in Europe. In.

• Palermo A., Pampanin S., Baird A. and Riccio P. (2010) Focusing on reducing the earthquake damage to non-structural components in buildings. In.

• 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.

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

• Buchanan AH., Pampanin S., Newcombe M. and Palermo A. (2009) Non-Conventional Multi-Storey Timber Buildings Using Post-Tensioning. In NOMCAT 2009 Conference Proceedings: 8pp.

• Hartley BM., Palermo A. and Evans BJ. (2009) Physical modelling of the virtual source method. In 71st European Association of Geoscientists and Engineers Conference and Exhibition 2009: Balancing Global Resources. Incorporating SPE EUROPEC 2009 2: 838-842.

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

• Biondini F., Palermo A. and Toniolo G. (2008) Lifetime Seismic Performance of Precast Reinforced Concrete Industrial Buildings. In Proceedings of the 1st International Symposium on Life-Cycle Civil Engineering: 279-284.

• Biondini F., Palermo AG. and Toniolo G. (2008) Influence of degradation over time on the seismic response of prefabricated buildings (in Italian). In : 1-9.

• 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.

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

• Palermo A. and Pampanin S. (2008) Analysis and Simplified Design of Precast Jointed Ductile Connections. In.

• Palermo A., Camnasio E. and Poretti M. (2008) Role of Dissipative Connections on the Seismic Response of One-Storey Industrial Buildings. In.

• Personeni S., Di Pilato M., Palermo A. and Pampanin S. (2008) Numerical Investigations on the Seismic Response of Masonry Infilled Steel Frames. In.

• Carabellese A., Palermo AG. and Toniolo G. (2007) Numerical surveys on prototypes of single-storey industrial buildings in high areas seismicity (in Italian). In : 513-520.

• 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).

• 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.

• 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., Carabellese A. and Toniolo G. (2007) Numerical Validation of Pseudo-Dynamic and Quasi-Static Cyclic Tests on Full-Scale Precast Industrial Building Prototypes. In Proceedings of the 8th Pacific Conference on Earthquake Engineering: 9pp.

• 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.

• Palermo AG. and Pampanin S. (2007) Simplified Design and Analysis Method for Hybrid Sections. In Proceedings of 8th of Pacific Conference on Earthquake Engineering.

• 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.

• 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.

• Della Bella M. and Palermo AG. (2006) Verifica della Capacita'Resistente al Taglio di Solai Alveolari. In : 1-10.

• 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.

• Palermo AG. and Pampanin S. (2006) Innovative anti-seismic connections for multi-storey prefabricated buildings (in Italian). In : 1-10.

• Palermo AG. and Pampanin S. (2006) Progettazione Sismica di Edifici in Prefabbricato con Post-Tensione. In.

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

• Calvi G., Palermo AG. and Pampanin S. (2005) Use of controlled rocking in the frame bridges: Comparison with the solutions traditional (in Italian). In : 1-13.

• 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.

• 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.

• Palermo AG., Pampanin S. and Calvi GM. (2004) L’uso del rocking controllato nella progettazione sismica di ponti a telaio: confronto con soluzioni tradizionali. In Proceeding of 11th National Conference on Earthquake Engineering.

• Bullo S., Giussani F., Mola F. and Palermo A. (2003) Structural Analysis of Composite Bridges with Truss Webs. In : 131-138.

• Giussani F., Mola F. and Palermo A. (2003) Continuity Effects in Composite Steel-Concrete Railway Bridges. In : 105.

• Giussani F., Mola F. and Palermo A. (2003) Interaction Between Sliding Tendons in P.C. Elements Prestressed in Two Stages. In : 491-501.

• Giussani F., Mola F. and Palermo A. (2003) Long Term Torsional Effects in Composite Steel-Concrete Curved Bridge Beams. In : 207-214.

• Giussani F., Mola F. and Palermo A. (2003) The Use of Provisional Props in Design Practice of Composite Steel-Concrete Simply Supported Beams. In : 215-222.

• Giussani F., Mola F. and Palermo AG. (2003) The Structural Upgrading of Slabs Including Load Bearing Steel Beams. In Proceedings of the 10th Int. Conf. and Exhibition on Structural Faults+Repair.

• Mola F., Palermo A. and Zambelli S. (2003) Long Term Behaviour of Ventilated Precast Panels. In : 663-670.

• Mola F. and Palermo AG. (2002) Long-term analysis of slender columns with mixed steel-concrete sections (in Italian). In : 224-241.

• Mola F. and Palermo A. (2001) Delayed Behaviour of Thin-Walled Precast Roof Elements. In.

• Mola F. and Palermo A. (2001) Durability Aspects of Precast R.C. Panels. In.

• Mola F. and Palermo A. (2001) Structural Effects of Constructional Techniques on the Service Behaviour of Arch Bridges. In.

• Mola F. and Palermo A. (2001) Time Dependent Effects in Thin Walled Precast Elements. In.

• Mola F. and Palermo A. (2001) Time Dependent Second Order Effects in Slender Composite Columns. In.

• Mola F. and Palermo AG. (2001) Operating behavior of self-supporting external panels for the plugging of prefabricated buildings (in Italian). In : 233-242.

• Mola F. and Palermo AG. (2001) Redistributive effects due to mixed pre-stress in prefabricated concrete beams cap with collaborating slab (in Italian). In : 223-232.

• Mola F., Meda G. and Palermo A. (2001) Structural Upgrading of Masonry Dwelling Houses. In Proceedings of Internation Conference on Structural Faults & Repair.

• Mola F., Palermo A. and SIlica R. (2001) The Technique of Imposed Displacements for Improving the Structural Behaviour of Continuous Composite Steel-Concrete Bridges. In.

• Mola F., Giussani F. and Palermo A. (2000) The use of prestressing for repairing continuous composite steel-concrete bridge beams. In.

• Mola F., Meda G. and Palermo A. (2000) Application of Extreme Models for the Evaluation of Long Term Stress Redistribution in Repaired Bridge Girders. In.

• Mola F., Meda G. and Palermo A. (1999) Precast FRC Panels for Exterior Walls in Industrial Buildings. In.

Conference Contributions - Other

• Auman H., Palermo A. and Scott A. (2020) Modified RILEM beam bond test of GFRP bars. Christchurch: 8AESE - Advances in Experimental Structural Engineering, 3-5 Feb 2020.

• Benjamin M., Ernesto H. and Palermo A. (2020) Crack width measurements in shear testing of hollowcore slabs using particle tracking velocimetry. Christchurch: 8AESE - Advances in Experimental Structural Engineering, 3-5 Feb 2020.

• Chen Y., Palermo A. and Mashal M. (2020) Cyclic tests of an innovative seismic bracing member based on Multiple U-shaped Flexural Plates Dissipater. Christchurch: 8AESE - Advances in Experimental Structural Engineering, 3-5 Feb 2020.

• Granello G., Giorgini S., Palermo A., Pampanin S., Carradine D. and Finch R. (2020) Long-Term Behavior of LVL Post-Tensioned Timber Beams. Christchurch: 8AESE - Advances in Experimental Structural Engineering, 3-5 Feb 2020.

• Justin B., Li M., Palermo A., Pampanin S. and Sarti F. (2020) Investigating the Compressive Toe of Post-tensioned CLT Core-walls using Particle Tracking Technology. Christchurch: 8AESE - Advances in Experimental Structural Engineering, 3-5 Feb 2020.

• Liu R. and Palermo A. (2020) Quasi-static cyclic testing of multi-configurational column specimen. Christchurch: 8AESE - Advances in Experimental Structural Engineering, 3-5 Feb 2020.

• Stratford C. and Palermo A. (2020) Compressive and Cyclic Performance of Glass Fibre-Reinforced Polymers (GFRP) Bars. Christchurch: 8AESE - Advances in Experimental Structural Engineering, 3-5 Feb 2020.

• Brown J., Li M., Sarti F., Palermo A. and Pampanin S. (2019) Quasi-static cyclic testing of Post-Tensioned Timber Core-wall Systems. Brisbane, Queensland, Australia: 5th Pacific Timber Engineering Conference, 10-12 Jul 2019.

• Chegini Z. and Palermo AG. (2016) Large-scale testing of bridge with rocking superstructure. Athens, Greece: 11th HSTAM International Congress on Mechanics, 27-30 May 2016.

• Liu R. and Palermo AG. (2016) Kinematic behavior of a 1/3 scale two span simply supported bridge with single post-tensioned rocking pier. Athens, Greece: 11th HSTAM International Congress on Mechanics, 27-30 May 2016.

Reports

• Bastin S., Bradley B., Bray J., Cappellaro C., Chiaro G., Cubrinovski M., de la Torre C., Green R., McGann C. and Olsen M. (2017) GEOTECHNICAL RECONNAISSANCE OF THE 2016 Mw7.8 KAIKOURA, NEW ZEALAND EARTHQUAKE. In GEOTECHNICAL RECONNAISSANCE OF THE 2016 Mw7.8 KAIKOURA, NEW ZEALAND EARTHQUAKE, University of Canterbury. 1-251.

• Bastin S., Bradley BA., Bray JD., Cappallaro C., Cubrinovski M., de la Torre C., Green RA., McGann CR., Olsen M. and Palermo A. (2017) Geotechnical Reconnaissance of the 2016 Mw7.8 Kaikoura, New Zealand Earthquake. In QuakCoRE-GEER Combined Reconnaissance Report, Geotechnical Extreme Events Reconnaissance (GEER) Association. 247 pages. http://dx.doi.org/10.18118/G6NK57.

• Wood J., Murashev A., Palermo AG., Al-Ani M., Andishesh K. and Goodall D. (2015) Criteria and guidance for the design of integral bridges in New Zealand.Commissioned by New Zealand Transportation Agency. 110.

• 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.

• Yeoh D., Carradine D., Palermo A., Morris H. and Shrestha R. (2012) Long-term performance of post-tensioned LVL frames and walls.University of Canterbury. Civil and Natural Resources Engineering. 22pp-22pp.

• 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.

Intellectual Property

• Keats G., Palermo AG. and Mashal M. (2018) Energy Dissipating Device.Patent No. US20180105135 A1, U.S.A.

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

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

• 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.

Theses / Dissertations

• Palermo A. (2004) The Use of Controlled Rocking in the Seismic Design of Bridges. Department of Structural Engineering,Technical Uni. Seismic Engineering.

• Palermo A. (1999) Combined Effects of Creep, Shrinkage, Temperature: Application to Precast Panels for Industrial Buildings, Masters Dissertation. Department of Structural Engineering, Technical Un. F.lli Pesenti School of specialisation in r.c. and.

• Palermo A. (1997) Long-term Effects on Composite Steel-concrete Structures, (in Italian). Department of Structural Engineering, Technical Un. Laurea, equiv. Master project.

Edited Volumes

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

Review and Refereeing

Displaying all items.

• Bulletin of the New Zealand Society for Earthquake Engineering ( 2010 - 2021)
• Engineering Structures ( 2008 - 2021)
• European Journal of Environmental and Civil Engineering ( 2009 - 2021)
• Journal of Earthquake Engineering ( 2005 - 2021)
• Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE) ( 2010 - 2021)
• Structure and Infrastructure Engineering: maintenance, management, life-cycle design and performance ( 2011 - 2021)

Research Groups

Future Research

• Advanced bridge constraction and design of bridges in earthquake prone areas
• Durable materials and application to bridges and ports
• Assessment of residual capacity of bridges after Canterbury earthquakes
• Creative thinking and novel architectural forms for earthquake engineering
• Seismic performance of concrete bridges in aggressive environments
• Metamaterials for seismic applications