[1] Mander, J, B. Cheng,C, T. (1997). “Seismic resistance of bridge piers based on damage avoidance design”. Tech. Rep. NCEER-97-0014, pp. 1–148.
[2] Hewes,J. (2002). “Seismic Design and Performance of Precast Concrete Segmental Bridge Columns”. Ph.D. dissertation, Univ. of California, San Diego, La Jolla, CA.
[3] Palermo,A . Pampanin,S. (2004). “The use of controlled rocking in the seismic design of bridges”. Ph.D. Dissertation, Department of Structural Engineering, Politecnico Di Milano, Milan, Italy.
[4] Yu-chen, O. Methee, C. Amjad, A. George, L. (2008). “Seismic Performance of Segmental Precast Unbonded Posttensioned Concrete Bridge Columns”. Journal of Structural Engineering. American Society of Civil Engineers, 133(11), pp. 1636–1647.
[5] Thonstad,T. Kennedy,B. J. Schaefer,J, A. Eberhard,M, O. Stanton,J,F. (2017). “Cyclic Tests of Precast Pretensioned Rocking Bridge-Column Subassemblies”. J. Struct. Eng., vol. 143, no. 9, p. 04017094.
[6] Marriott, D., Pampanin, S., & Palermo, A. (2009). “Quasi‐static and pseudo‐dynamic testing of unbonded post‐tensioned rocking bridge piers with external replaceable dissipaters”. Earthquake engineering & structural dynamics, 38(3), 331-354.
[7] Nikoukalam,M, T. Sideris,P . (2017).“Resilient Bridge Rocking Columns with Polyurethane Damage-Resistant End Segments and Replaceable Energy-Dissipating Links”. Journal of Bridge Engineering. American Society of Civil Engineers, 22(10), pp. 1–14.
[8] Zhang,Q. Alam,M, S. (2016).“Evaluating the Seismic Behavior of Segmental Unbounded Posttensioned Concrete Bridge Piers Using Factorial Analysis”. J. Bridg. Eng., vol. 21, no. 4, p. 04015073.
[9] Ahmadi,E. Kashani,M,M. (2020). “Numerical investigation of nonlinear static and dynamic behaviour of self-centring rocking segmental bridge piers”. Soil Dyn. Earthq. Eng., vol. 128, p. 105876.
[10] Han, Q., Jia, Z., Xu, K., Zhou, Y., & Du, X. (2019). “Hysteretic behavior investigation of self-centering double-column rocking piers for seismic resilience”. Engineering Structures, 188, 218-232.
[11] Liu, X., Li, J., Tsang, H. H., & Wilson, J. L. (2018). “Evaluating self-centering behavior of unbonded prestressed bridge columns using a new performance index based on quasi-static analysis”. Journal of Earthquake and Tsunami, 12(01), 1850001.
[12] Guo, A., & Gao, H. (2016). “Seismic behavior of posttensioned concrete bridge piers with external viscoelastic dampers”. Shock and Vibration, http://dx.doi.org/10.1155/2016/1823015
[13] Cao, Z., Wang, H., & Guo, T. (2017). “Fragility analysis of self-centering prestressed concrete bridge pier with external aluminum dissipators”. Advances in Structural Engineering, 20(8), 1210-1222.
[14] Ahmadi, E., & Kashani, M. M. (2021). “Seismic vulnerability assessment of precast post-tensioned segmental bridge piers subject to far-fault ground motions”. In Structures (Vol. 34, pp. 2566-2579). Elsevier.
[15] SAP2000, version 14.2.4, [Computer software]. Berkeley, CA, Computers and Structures, Inc
[16] Mander,J, B. Dhakal,R, P. Mashiko,N. K. Solberg,M. (2007) .“Incremental dynamic analysis applied to seismic financial risk assessment of bridges”. Engineering structures. Elsevier, 29(10), pp. 2662–2672.
[17] Standards Association of New Zealand, (2006). “NZS 3101: Code of practice for the design of concrete structures. Part 1: The Design of Concrete Structures”. Standards New Zealand, Wellington.
[18] Guerrini, G., Restrepo, J. I., Massari, M., & Vervelidis, A. (2015). “Seismic behavior of posttensioned self-centering precast concrete dual-shell steel columns. Journal of structural engineering”. 141(4), 04014115.
[19] Wang, Z., Wang, J., Tang, Y., Gao, Y., & Zhang, J. (2019). “Lateral behavior of precast segmental UHPC bridge columns based on the equivalent plastic-hinge model. Journal of Bridge Engineering”. 24(3), 04018124.
[20] FEMA, “Quantification of building seismic performance factors.” FEMA P695. Prepared by Applied Technology Council For the Federal Emergency Management Agency, Washington, D.C.,” no. June, 2009.
[21] Iranian Building Codes and Standards, (2014-1393). “Iranian Code of Practice for Seismic Resistant Design of buildings, Standard”. No.2800, 4th Edition.
[22] W.K. Lee, S.L. Billington. (2010). “Modeling residual displacements of concrete bridge columns under earthquake loads using fiber elements”. Journal of Bridge Engineering, 15 240-249.
[23] Billah,M. Alam,M. S. (2012) “Seismic fragility assessment of concrete bridge pier reinforced with Shape Memory Alloy considering residual displacement”. In Active and Passive Smart Structures and Integrated Systems 2012 (Vol. 8341, pp. 442-454). SPIE.
[24] Vamvatsikos, D., & Cornell, C. A. (2004). “Applied incremental dynamic analysis”. Earthquake spectra, 20(2), 523-553.
[25] Dutta,A. Mander,J. B. (1998). “Seismic fragility analysis of highway bridges”. in Proceedings of the INCEDE-MCEER center-to-center project workshop on earthquake engineering Frontiers in transportation systems, pp. 22–23.
[26] Yamaguchi, N., & Yamazaki, F. (2000, January). “Fragility curves for buildings in Japan based on damage surveys after the 1995 Kobe earthquake”. In Proceedings of the 12th world conference on earthquake engineering, Auckland, New Zealand (p. 2451).
[27] Soleimani, F., Mangalathu, S., & DesRoches, R. (2017). “A comparative analytical study on the fragility assessment of box-girder bridges with various column shapes”. Engineering Structures, 153, 460-478.
[28] Padgett, J. E., Nielson, B. G., & DesRoches, R. (2008). “Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios”. Earthquake engineering & structural dynamics, 37(5), 711-725.