Acknowledgement
Supported by : National Science Foundation of China
References
- Abdelnaby, A.E. (2015), "Numerical modeling and analysis of rc frames subjected to multiple earthquakes", Earthq. Struct., 9(5), 957-981. https://doi.org/10.12989/eas.2015.9.5.957
- Abrahamson, N. and Silva, W. (2008), "Summary of the abrahamson & silva nga ground-motion relations", Earthq. Spectra, 24(1), 67-97. https://doi.org/10.1193/1.2924360
- American Concrete Institute (ACI) (2002), "Building code requirements for structural concrete and commentary", ACI 318-02/ACI 318R-02, Farmington Hills, MI.
- ASCE (2002), "Minimum design loads for buildings and other structures", ASCE 7-02, Reston, VA.
- Baker, J.W. and Cornell, C.A. (2005), "A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon", Earthq. Eng. Struct. Dyn., 34(10), 1193-1217. https://doi.org/10.1002/eqe.474
- Bazzurro, P. (2006), Advanced Seismic Assessment Guidelines, Pacific Earthquake Engineering Research Center.
- Burton, H.V., Sreekumar, S., Sharma, M. and Sun, H. (2017), "Estimating aftershock collapse vulnerability using mainshock intensity, structural response and physical damage indicators", Struct. Saf., 68(85-96).
- Dolsek, M. and Fajfar, P. (2004), "In2-a simple alternative for ida", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada.
- Faisal, A., Majid, T.A. and Hatzigeorgiou, G.D. (2013), "Investigation of story ductility demands of inelastic concrete frames subjected to repeated earthquakes", Soil Dyn. Earthq. Eng., 44, 42-53. https://doi.org/10.1016/j.soildyn.2012.08.012
- Fema, P. (2009), "695. Quantification of building seismic performance factors", Federal Emergency Management Agency.
- Gaetani D'aragona, M., Polese, M., Elwood, K.J., Baradaran Shoraka, M. and Prota, A. (2017), "Aftershock collapse fragility curves for non-ductile RC buildings: A scenario-based assessment", Earthq. Eng. Struct. Dyn., 46(13), 2083-2102. https://doi.org/10.1002/eqe.2894
- Goda, K. (2015), "Record selection for aftershock incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 44(7), 1157-1162. https://doi.org/10.1002/eqe.2513
- Goda, K. and Taylor, C.A. (2012), "Effects of aftershocks on peak ductility demand due to strong ground motion records from shallow crustal earthquakes", Earthq. Eng. Struct. Dyn., 41(15), 2311-2330. https://doi.org/10.1002/eqe.2188
- Goda, K. and Salami, M.R. (2014), "Inelastic seismic demand estimation of wood-frame houses subjected to mainshockaftershock sequences", Bull. Earthq. Eng., 12(2), 855-874. https://doi.org/10.1007/s10518-013-9534-4
- Haselton, C.B., Baker, J.W., Liel, A.B. and Deierlein, G.G. (2009), "Accounting for ground-motion spectral shape characteristics in structural collapse assessment through an adjustment for epsilon", J. Struct. Eng., 137(3), 332-344.
- Haselton, C.B. and Deierlein, G.G. (2007), Assessing Seismic Collapse Safety of Modern Reinforced Concrete Moment-frame Buildings, Pacific Earthquake Engineering Research Center.
- Haselton, C.B., Liel, A.B., Dean, B.S., Chou, J.H. and Deierlein, G.G. (2007), "Seismic collapse safety and behavior of modern reinforced concrete moment-frame buildings", Am. Soc. Civil Eng., 249, 1-14.
- Hatzigeorgiou, G. (2010b), "Behavior factors for nonlinear structures subjected to multiple near-fault earthquakes", Comput. Struct., 88(5-6), 309-321. https://doi.org/10.1016/j.compstruc.2009.11.006
- Hatzigeorgiou, G.D. (2010a), "Ductility demand spectra for multiple near-and far-fault earthquakes", Soil Dyn. Earthq. Eng., 30(4), 170-183. https://doi.org/10.1016/j.soildyn.2009.10.003
- Hatzigeorgiou, G.D. and Beskos, D.E. (2009), "Inelastic displacement ratios for sdof structures subjected to repeated earthquakes", Eng. Struct., 31(11), 2744-2755. https://doi.org/10.1016/j.engstruct.2009.07.002
- Ibarra, L.F., Medina, R.A. and Krawinkler, H. (2005), "Hysteretic models that incorporate strength and stiffness deterioration", Earthq. Eng. Struct. Dyn., 34(12), 1489-1511. https://doi.org/10.1002/eqe.495
- Iervolino, I., Giorgio, M. and Chioccarelli, E. (2014), "Closedform aftershock reliability of damage-cumulating elasticperfectly-plastic systems", Earthq. Eng. Struct. Dyn., 43(4), 613-625. https://doi.org/10.1002/eqe.2363
- Li, Q. and Ellingwood, B.R. (2007), "Performance evaluation and damage assessment of steel frame buildings under main shock-aftershock earthquake sequences", Earthq. Eng. Struct. Dyn., 36(3), 405-427. https://doi.org/10.1002/eqe.667
- Li, R., Ge, H. and Maruyama, R. (2017), "Assessment of postearthquake serviceability for steel arch bridges with seismic dampers considering mainshock-aftershock sequences", Earthq. Struct., 13(2), 137-150. https://doi.org/10.12989/EAS.2017.13.2.137
- Li, Y., Song, R. and Lindt, J.W.V.D. (2014), "Collapse fragility of steel structures subjected to earthquake mainshock-aftershock sequences", J. Struct. Eng., 140(12), 04014095. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001019
- Liu, Y., Paolacci, F. and Lu, D.G. (2017), "Seismic fragility of a typical bridge using extrapolated experimental damage limit states", Earthq. Struct., 13(6), 599-611. https://doi.org/10.12989/EAS.2017.13.6.599
- Luco, N., Bazzurro, P. and Cornell, C.A. (2004), "Dynamic versus static computation of the residual capacity of a mainshockdamaged building to withstand an aftershock", 13th World Conference on Earthquake Engineering.
- Mazzoni, S., Mckenna, F., Scott, M.H. and Fenves, G.L. (2006), Opensees Command Language Manual, Pacific Earthquake Engineering Research (PEER) Center.
- Nazari, N., Van De Lindt, J. and Li, Y. (2013), "Effect of mainshock-aftershock sequences on woodframe building damage fragilities", J. Perform. Constr. Facil., 29(1), 04014036. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000512
- Papaloizou, L., Polycarpou, P., Komodromos, P., Hatzigeorgiou, G.D. and Beskos, D.E. (2016), "Two-dimensional numerical investigation of the effects of multiple sequential earthquake excitations on ancient multi-drum columns", Earthq. Struct., 10(3), 495-521. https://doi.org/10.12989/eas.2016.10.3.495
- Polese, M., Di Ludovico, M., Prota, A. and Manfredi, G. (2013), "Damage-dependent vulnerability curves for existing buildings", Earthq. Eng. Struct. Dyn., 42(6), 853-870. https://doi.org/10.1002/eqe.2249
- Raghunandan, M., Liel, A.B. and Luco, N. (2015), "Aftershock collapse vulnerability assessment of reinforced concrete frame structures", Earthq. Eng. Struct. Dyn., 44(3), 419-439. https://doi.org/10.1002/eqe.2478
- Ruiz-Garcia, J. and Aguilar, J.D. (2017), "Influence of modeling assumptions and aftershock hazard level in the seismic response of post-mainshock steel framed buildings", Eng. Struct., 140(437-446. https://doi.org/10.1016/j.engstruct.2017.02.074
- Ryu, H., Luco, N., Uma, S. and Liel, A. (2011), "Developing fragilities for mainshock-damaged structures through incremental dynamic analysis", Ninth Pacific Conference on Earthquake Engineering, Auckland, New Zealand.
- Tang, Z., Xie, X. and Wang, T. (2016), "Residual seismic performance of steel bridges under earthquake sequence", Earthq. Struct., 11(4), 649-664. https://doi.org/10.12989/EAS.2016.11.4.649
- Tesfamariam, S., Goda, K. and Mondal, G. (2015), "Seismic vulnerability of reinforced concrete frame with unreinforced masonry infill due to main shock-aftershock earthquake sequences", Earthq. Spectra, 31(3), 1427-1449. https://doi.org/10.1193/042313EQS111M
- Uma, S., Ryu, H., Luco, N., Liel, A. and Raghunandan, M. (2011), "Comparison of main-shock and aftershock fragility curves developed for new zealand and us buildings", Proceedings of the 9th Pacific Conference on Earthquake Engineering Structure Building and Earthquake-Resilient Society, Auckland, New Zealand.
- Vamvatsikos, D. and Allin Cornell, C. (2006), "Direct estimation of the seismic demand and capacity of oscillators with multilinear static pushovers through ida", Earthq. Eng. Struct. Dyn., 35(9), 1097-1117. https://doi.org/10.1002/eqe.573
- Yu, X.H., Li, S., Lu, D.G. and Tao, J (2018), "Collapse capacity of inelastic single-degreeof-freedom systems subjected to mainshockaftershock earthquake sequences", J. Earthq. Eng., 1-24.
- Zhai, C.H., Wen, W.P., Li, S., Chen, Z., Chang, Z. and Xie, L.L. (2014), "The damage investigation of inelastic sdof structure under the mainshock-aftershock sequence-type ground motions", Soil Dyn. Earthq. Eng., 59(30-41. https://doi.org/10.1016/j.soildyn.2014.01.003
- Zhu, R.G., Lu, D.G., Yu, X.H. and Wang, G.Y. (2017), "Conditional mean spectrum of aftershocks", Bull. Seismol. Soc. Am., 107(4), 1940-1953.