[
ATC-13, 1985. Earthquake damage evaluation data for California,” Applied Technology Council, Report. No. 13. Redwood City.
]Search in Google Scholar
[
ATC-40, 1996. Seismic Evaluation and Retrofit of Concrete Buildings Volume-1 by APPLIED TECHNOLOGY COUNCIL 555 Twin Dolphin Drive, Suite 550 Redwood City, California 94065.
]Search in Google Scholar
[
Aviram, A., Mackie, K.R., Stojadinović, B., 2008. Guidelines for Nonlinear Analysis of Bridge Structures in California Guidelines for Nonlinear Analysis of Bridge Structures in California”, Pacific Earthquake Engineering Research Centre, PEER Report 2008/3.
]Search in Google Scholar
[
Berry, M.P., Eberhard, M.O., 2007. Performance Modeling Strategies for Modern Reinforced Concrete Bridge Columns.
]Search in Google Scholar
[
Contin, A., Mardegan, A., 2016. Different Solutions for Dissipation of Seismic Energy on Multi-Span Bridges, in: Structural Bridge Engineering. InTech. https://doi.org/10.5772/63821.10.5772/63821
]Search in Google Scholar
[
Eurocode-8-Part 3, 2004. Assessment and retrofitting of buildings. Pinto P.E. and Franchin P., University of Rome, La Sapienza.
]Search in Google Scholar
[
FEMA-356, 2000. Prestandard and commentary for the seismic rehabilitation of buildings. Prepared by American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, D.C.
]Search in Google Scholar
[
FEMA, 2009. Quantification of building seismic performance factors,” FEMA P695. Prepared by Applied Technology Council For the Federal Emergency Management Agency, Washington, D.C.
]Search in Google Scholar
[
Lavorato, D., Fiorentino, G., Pelle, A., Rasulo, A., Bergami, A.V., Briseghella, B., Nuti, C., 2020. A corrosion model for the interpretation of cyclic behavior of reinforced concrete sections. Struct. Concr. 21. https://doi.org/10.1002/suco.201900232.10.1002/suco.201900232
]Search in Google Scholar
[
Mander, J.B., Priestley, M.J.N., Park, R., 1988. Theoretical Stress-Strain Model for Confined Concrete. J. Struct. Eng. 114, 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).10.1061/(ASCE)0733-9445(1988)114:8(1804)
]Search in Google Scholar
[
Moehle, J.P., Eberhard, M.O., 2000. Earthquake Damage to Bridges, in: Bridge Engineering Handbook.10.1201/9781420049596.ch34
]Search in Google Scholar
[
Muthukumar, S., 2003. A contact element approach with hysteresis damping for the analysis and design of pounding in bridges, PhD thesis.
]Search in Google Scholar
[
Park, Y., Ang, A.H. -S., 1985. Mechanistic Seismic Damage Model for Reinforced Concrete. J. Struct. Eng. 111, 722–739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722).10.1061/(ASCE)0733-9445(1985)111:4(722)
]Search in Google Scholar
[
PEER, 1999. Pacific earthquake engineering research center, strong motion database. [WWW Document]. http:/ngawest2.berkeley.edu/.
]Search in Google Scholar
[
Porter, K.A., 2000. Assembly-based vulnerability of buildings and its use in seismic performance evaluation and risk-management decision-making,” Ph.D. thesis, Civil and Environmental Engineering Dept., University Stanford, California.
]Search in Google Scholar
[
Priestley, M.J.N., Calvi, G.M., Kowalsky, M.J., 2007. Displacement-Based Seismic Design of Structures. IUSS Press, Pavia (in press).
]Search in Google Scholar
[
Rodriguez-Marek, A., Cofer, W., 2007. Dynamic Response of Bridges to Near-fault, forward Directivity Ground Motions (Report No. WA-RD 689.1). United States; Federal Highway Administration: Washington, DC, USA, 2007.
]Search in Google Scholar
[
Soleimani, F., 2021. Analytical seismic performance and sensitivity evaluation of bridges based on random decision forest framework. Structures 32, 329–341. https://doi.org/10.1016/J.ISTRUC.2021.02.049.10.1016/j.istruc.2021.02.049
]Search in Google Scholar
[
Vamvatsikos, D., Cornell, C.A., 2002. Incremental dynamic analysis. Earthq. Eng. Struct. Dyn. 31, 491–514. https://doi.org/10.1002/eqe.141.10.1002/eqe.141
]Search in Google Scholar
[
Wang, Z., Padgett, J.E., Dueñas-Osorio, L., 2014. Toward a uniform seismic risk design of reinforced concrete bridges: A displacement-based approach. Struct. Saf. 50. https://doi.org/10.1016/j.strusafe.2014.03.009.10.1016/j.strusafe.2014.03.009
]Search in Google Scholar
[
Zelaschi, C., Monteiro, R., Pinho, R., 2016. Parametric Characterization of RC Bridges for Seismic Assessment Purposes. Structures 7, 14–24. https://doi.org/10.1016/J.ISTRUC.2016.04.003.10.1016/j.istruc.2016.04.003
]Search in Google Scholar