[1] Billah, A.H.M.M. and Alam, M.S., (2014). Seismic fragility assessment of Highway Bridge: a state-of-the-art review, Structural and Infrastructure Engineering, 11(6), pp. 804-832. DOI: 10.1080/15732479.2014.912243.
[2] Thakkar, K., Rana, A. and Goya, H., (2023). Fragility analysis of bridge structures: a global perspective & critical review of past & present trends, Advances in Bridge Engineering, 4:10. https://doi.org/10.1186/s43251-023-00089.
[3]ASCE/SEI, (2022). Minimum design loads and associated criteria for buildings and other structures (ASCE/SEI 7-22). Reston, VA: American Society of Civil Engineers.
[4] National Institute of Building, (2015). HAZUS: Earthquake loss estimation methodology. Technical manual. Washington, D.C.: Federal Emergency Management Agency.
[5] Crowley, H., Colombi, M., Silva, V., Monteiro, R., Ozcebe, S., Fardis, M., Tsionis, G. and Askouni, P., (2011). SYNERG: Deliverable D3.6 - Fragility functions for roadway bridges. Pavia: University of Pavia.), pp. 471–489.
[6] Nielson, B.G., (2005).
Analytical fragility curves for highway bridges in moderate seismic zones. Ph.D. dissertation. Atlanta, GA: Georgia Institute of Technology. Available at:
http://hdl.handle.net/1853/7542.
[7] Tavares, D.H., Padgett, J.E. and Paultre, P., (2012). Fragility curves of typical as-built highway bridges in eastern Canada, Engineering Structures, 40, pp. 107–118. DOI: 10.1016/j.engstruct.2012.02.019.
[8] Cardone, D., Perrone, G. and Sofis, S., (2011). A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges, Bulletin of Earthquake Engineering, 9, pp. 1463–1498. DOI: 10.1007/s10518-011-9260-8.
[9] Shirazian, S., Ghayamghamian, M.R. and Nouri, G.R., (2011). Developing of fragility curve of two-span simply supported concrete bridge in near-fault area, World Academy of Science, Engineering and Technology, 51, pp. 572-576.
[10] Mosleh, A., Razzaghi, M., Jara, J. and Varum, H., (2016). Development of fragility curves for RC bridges subjected to reverse and strike-slip seismic sources,
Earthquakes and Structures, 11(3), pp. 517-553. Available at:
https://repositorio-aberto.up.pt/handle/10216/108695.
[11] Taghizadeh, A., (2021). Development of seismic fragility functions for integral concrete bridges in Iran. Ph.D. Dissertation. Tehran: International Institute of Earthquake Engineering and Seismology (IIEES), Structural Engineering Research Center [In Persian].
[12] Ministry of Roads and Transportation (2007).
Identical Drawing of Bridges and Road Bridge Superstructures with a Span of 10 to 25 Meters, NO. 294. Tehran: Deputy of Training; Research and Information Technology. Available at:
www.rahiran.ir [In Persian]
[13] Shirvani Harandi, V., Mansouri, B. and Amini Hosseini, K. (2024), New fragility curves for evaluation of the vulnerability of bridges to earthquakes in Iran, Structural Engineering International, Vol. 34 No. 3, pp. 1-15, doi:10.1080/10168664.2024.2318323.
[14] Moschonas, I.F., Kappos, A.J., Panetsos, P., Papadopoulos, V., Makarios, T. and Thanopoulos, P., (2009). Seismic fragility curves for Greek bridges: methodology and case studies, Bulletin of Earthquake Engineering, 7(2), pp. 439-468. DOI: 10.1007/s10518-008-9077-2.
[15]
Stefanidou, S. P. and Kappos, A. J. (2017).
Methodology for the development of bridge-specific fragility curves. Earthquake Engineering & Structural Dynamics, 46, 73–93
[16] Cornell, A.C., Jayaler, F., Hamburger, R.O. and Foutch, A.D., (2002). Probabilistic basis for 2000 SAC Federal Emergency Management Agency steel moment frame guidelines, Journal of Structural Engineering, 128(4), pp. 526-533.
DOI: 10.1061/(ASCE)0733-9445(2002)128:4(526).
[17] Ramanathan, K., DesRoches, R. and Padgett, J.E., (2012). A comparison of pre- and post-seismic design considerations in moderate seismic zones through the fragility assessment of multi-span bridge classes, Engineering Structures, 45, pp. 559–573. DOI: 10.1016/j.engstruct.2012.07.004.
[18] Avsar, O., Yakut, A. and Caner, A., (2011). Analytical fragility curves for ordinary highway bridges in Turkey, Earthquake Spectra, 27(4), pp. 971-996. DOI: 10.1193/1.3651349.
[19] Cavalcante G.H.F., Pereira E.M.V., Rodrigues I.D., Vieira Júnior L.C.M., Padgett J.E. and Siqueira G.H., (2022). Seismic fragility assessment of typical bridges in northeastern Brazil, Lat. Am. J. Solids Struct. 19 .
https://doi.org/10.1590/1679-7825706.
[20] Porter, K., Kennedy, R. and Bachman, R., (2007). Creating fragility functions for performance-based earthquake engineering, Earthquake Spectra, 23(2), pp. 471–489.
[21] Ministry of Roads and Transportation (1995).
Code of Practice for the Earthquake Resistant Design of Road and Railroad Bridges, NO: 235. Tehran: Deputy of Training; Research and Information Technology. Available at:
www.rahiran.ir [In Persian]
[22] Ministry of Roads and Transportation (2008).
Road and Railway Bridges Seismic Resistant Design Code, NO: 463. Tehran: Deputy of Training; Research and Information Technology. Available at:
www.rahiran.ir [In Persian]
[23] CALTRANS, (2019). Seismic design criteria, Version 2.0. California: California Department of Transportation.
[24] NCHRP, (2020). Research Report 949: Proposed AASHTO guidelines for performance-based seismic bridge design. Washington, DC: National Academies Press. DOI: 10.17226/25913. ISBN: 978-0-309-48177-9.
[25] Goodnight, J.C., Kowalsky, M.J. and Nau, J.M., (2017). Modified plastic-hinge method for circular RC bridge columns, Journal of Structural Engineering, 142(11). DOI: 10.1061/(ASCE)ST.1943-541X.0001570.
[26] Hwang, H., Liu, J.B. and Chiu, Y-H, (2001). Seismic Fragility Analysis of Highway Bridges. Technical Report No. MAEC RR-4. Center for Earthquake Research and Information, the University of Memphis.
[27] American Association of State Highway and Transportation Officials (AASHTO), (2011). Guide specification for LRFD seismic bridge design. 2nd ed. Washington, DC: American Association of State Highway and Transportation Officials.
[28] Taghinia, A., Vasseghi, A., Khanmohammadi, M. et al, (2022),
Development of Seismic Fragility Functions for Typical Iranian Multi-Span RC Bridges with Deficient Cap Beam–Column Joints. Int J Civ Eng 20, 305–321.
https://doi.org/10.1007/s40999-021-00661-5
[29] Bahrani MK, Vasseghi A, Nooralizadeh A, Zargaran M (2017) Experimental and analytical study on the proposed retrofit method for concrete bent in ordinary highway bridges in Iran. J Bridg Eng 22(6):05017004
[30] Dowell, R.K., Seible, F.S. and Wilson, E.L., (1998). Pivot hysteretic model for reinforced concrete members, ACI Structural Journal, 95, pp. 607–617.
[31] Megally, S.H., Silva, P.F. and Seible, F., (2001). Seismic response of sacrificial shear keys in bridge abutments. Structural Systems Research Report SSRP-2001/23. La Jolla, CA: Department of Structural Engineering, University of California San Diego.
[32] American Association of State Highway and Transportation Officials (AASHTO), (2014). LRFD Bridge design specifications. Washington, DC: AASHTO.
[33] PCI Industry Handbook Committee, (2010). PCI design handbook: precast and prestressed concrete. MNL120, 7th ed. Chicago, IL: Precast/Prestressed Concrete Institute.
[34] American Association of State Highway and Transportation Officials (AASHTO), (2010). Guide specification for seismic isolation design. 3rd ed. Washington, DC: American Association of State Highway and Transportation Officials.
[35] European Committee for Standardization (CEN), (2005). Structural bearing - Part 3: Elastomeric bearings. EN 1337-3:2005. Brussels: CEN.
[36] Xiang, N. and Li, J., (2017). Experimental and numerical study on seismic sliding mechanism of laminated-rubber bearings, Engineering Structures, 141, pp. 141-159. DOI: 10.1016/j.engstruct.2017.03.032.
[37] Kozak, D.L., Fahnestock, L.A. and LaFave, J.M., (2022). Seismic behavior assessment for design of integral abutment bridges in Illinois. Earthq. Eng. Eng. Vib. 21, 573–589.
https://doi.org/10.1007/s11803-022-2104-5
[38] Pahlavan, H., Zakeri, B., Amiri, G.G. and Shaianfar, M. (2016), “Probabilistic vulnerability assessment of horizontally curved multiframe RC box-girder highway bridges”, Journal of Performance of Constructed Facilities, 30(3), 04015038
[39] American Petroleum Institute, (2014). Recommended practice for planning, designing and constructing fixed offshore platforms – working stress design. API Recommended Practice 2A-WSD (RP2-WSD), 22nd ed. Washington, DC: American Petroleum Institute.
[40] California Building Code, (2010). Chapter 31F [For SLC], marine oil terminals, also known as Marine Oil Terminal Engineering Standards (MOTEMS). Sacramento, CA: California Department of Housing and Community Development.
[41] Baker, J.W., Ling, T., Shahi, S.K. and Jayaram, N., (2011). New ground motion selection procedures and selected motions for the PEER transportation research program. PEER Report 2011/03. Berkeley, CA: Pacific Earthquake Engineering Research Center, University of California.
[42] Todorov, B. and Billah A.H.MM., (2021)
. Seismic fragility and damage assessment of reinforced concrete bridge pier under long-duration, near-fault, and far-field ground motions. Structures 31:671–685. .
doi.org/10.1016/j.istruc.2021.02.019.
