[1] C.A. Cornell, F. Jalayer, R.O. Hamburger, D.A. Foutch, Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines, J. Struct. Eng. 128 (2002) 526–533.
[2]K. Mackie, B. Stojadinović, Probabilistic seismic demand model for California highway bridges, J. Bridg. Eng. 6 (2001) 468–481.
[3] M. Dolce, A. Kappos, G. Zuccaro, A.W. Coburn, Report of the EAEE Working Group 3: Vulnerability and risk analysis, in: Proc. 10th Eur. Conf. Earthq. Eng., 1994: pp. 3049–3077.
[4] S. Banerjee, M. Shinozuka, Mechanistic quantification of RC bridge damage states under earthquake through fragility analysis, Probabilistic Eng. Mech. 23 (2008) 12–22.
[5] G.C. Marano, R. Greco, E. Morrone, Analytical evaluation of essential facilities fragility curves by using a stochastic approach, Eng. Struct. 33 (2011) 191–201.
[6] J.E. Padgett, R. DesRoches, Retrofitted bridge fragility analysis for typical classes of multispan bridges, Earthq. Spectra. 25 (2009) 117–141. https://doi.org/10.1193/1.3049405.
[7] K. Ramanathan, J.E. Padgett, R. DesRoches, Temporal evolution of seismic fragility curves for concrete box-girder bridges in California, Eng. Struct. 97 (2015) 29–46.
[8] B.G. Nielson, Analytical fragility curves for highway bridges in moderate seismic zones, (2005).
[9] S.P. Stefanidou, A.J. Kappos, Methodology for the development of bridge-specific fragility curves, Earthq. Eng. Struct. Dyn. 46 (2017) 73–93. https://doi.org/10.1002/eqe.2774.
[10] Y.J. Kim, L.B. Queiroz, Big Data for condition evaluation of constructed bridges, Eng. Struct. 141 (2017) 217–227. https://doi.org/10.1016/j.engstruct.2017.03.028.
[11] U. Yazgan, Empirical seismic fragility assessment with explicit modeling of spatial ground motion variability, Eng. Struct. 100 (2015) 479–489.
[12] J.B. Mander, Fragility curve development for assessing the seismic vulnerability of highway bridges, Res. Prog. 89 (1999).
[13] S.M. Lee, T.J. Kim, S.L. Kang, Development of fragility curves for bridges in Korea, KSCE J. Civ. Eng. 11 (2007) 165–174.
[14] T. Wright, R. Desroches, M. Asce, J.E. Padgett, A.M. Asce, Bridge Seismic Retrofitting Practices in the Central and Southeastern United States, (2011) 82–92.
[15] J. Ghosh, P. Sood, Consideration of time-evolving capacity distributions and improved degradation models for seismic fragility assessment of aging highway bridges, Reliab. Eng. Syst. Saf. 154 (2016) 197–218.
[16] L. Duan, F. Li, SEISMIC DESIGN PHILOSOPHIES AND PERFORMANCE-BASED DESIGN CRITERIA. IN: BRIDGE ENGINEERING: SEISMIC DESIGN, (2003).
[17] M. Yashinsky, M.J. Karshenas, Fundamentals of seismic protection for bridges, National Information Centre of Earthquake Engineering, 2003.
[18] J.E. Padgett, Seismic vulnerability assessment of retrofitted bridges using probabilistic methods, (2007).
[19] S.H. Megally, P.F. Silva, F. Seible, Seismic response of sacrificial shear keys in bridge abutments: Structural systems research report SSRP-2001/23, (2001).
[20] S.D. Werner, C.B. Crouse, L. Katafygiotis, J.L. Beck, Model identification and seismic analysis of meloland road overcrossing, Rep. to Calif. Dep. Transp. (1993).
[21] A.K. Agrawal, M. Amjadian, Seismic component devices, in: Innov. Bridg. Des. Handb. Constr. Rehabil. Maint., Elsevier Inc., 2015: pp. 531–553. https://doi.org/10.1016/B978-0-12-800058-8.00020-7.
[22] K.N. Ramanathan, Next generation seismic fragility curves for california bridges incorporating the evolution in seismic design philosophy, (2012). https://smartech.gatech.edu/handle/1853/44883.
[23] M. Yashinsky, Northridge Earthquake, Lifeline Performance and Post-Earthquake Response: Bridges and Roadways, TCLEE Monogr. No. 8 (1995).
[24] AASHTO, HIGHWAY SUBCOMMITTEE ON BRIDGES AND STRUCTURES, 6th ed., American Association of State Highway and Transportation Officials, Washington, DC, 2012.
[25] E. Choi, Seismic analysis and retrofit of mid-America bridges, (2002).
[26] A. Shamsabadi, L. Yan, Closed-form force-displacement backbone curves for bridge abutment-backfill systems, in: Geotech. Earthq. Eng. Soil Dyn. IV, 2008: pp. 1–10.
[27] S. Caltrans, Seismic design criteria version 1.6, Off. Struct. Des. (2013).
[28] ATC, Improved seismic design criteria for California bridges: Provisional recommendations, ATC-32. (1996).
[29] R.E. Melchers, A.T. Beck, Structural reliability analysis and prediction, John Wiley & Sons, 2018.
[30] B.R. Ellingwood, Y. Wen, Risk‐benefit‐based design decisions for low‐probability/high consequence earthquake events in Mid‐America, Prog. Struct. Eng. Mater. 7 (2005) 56–70.
[31] A. Dutta, On energy based seismic analysis and design of highway bridges, (1999).
[32] J.B. Mander, D.K. Kim, S.S. Chen, G.J. Premus, Response of steel bridge bearings to reversed cyclic loading, 1996.
[33] J.Q. Fang, Q.S. Li, A.P. Jeary, D.K. Liu, Damping of tall buildings: its evaluation and probabilistic characteristics, Struct. Des. Tall Build. 8 (1999) 145–153.
[34] M. Rahimi Shahid, F. Kargaran, N. Rahimi, Using remote sensing data and GIS tools for preparation seismic zones map of Isfahan, Iran, RS GIS Nat. Resour. 6 (2016) 47-58. in Persian.
[35] J.W. Baker, T. Lin, S.K. Shahi, New Ground Motion Selection Procedures and, 2011. https://peer.berkeley.edu/sites/default/files/baker_et_al_2011_peer_gm_report.pdf.
[36] P.B. Tekie, B.R. Ellingwood, Seismic fragility assessment of concrete gravity dams, Earthq. Eng. Struct. Dyn. 32 (2003) 2221–2240.
[37] J.E. Padgett, B.G. Nielson, R. DesRoches, Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios, Earthq. Eng. Struct. Dyn. 37 (2008) 711–725.
[38] F.I. of B. Sciences, HAZUS‐MH MR1, Multi‐hazard Loss Estimation Methodology Earthquake Model, (2003).
[39] M. Berry, M. Parrish, M. Eberhard, PEER Structural Performance Database, User’s Manual (Version 1.0), Univ. California, Berkeley. (2004).
[40] K.R. Karim, F. Yamazaki, Effect of isolation on fragility curves of highway bridges based on simplified approach, Soil Dyn. Earthq. Eng. 27 (2007) 414–426.
)