Seismic damage of long span steel tower suspension bridge considering strong aftershocks |
Xie, X.
(Department of Civil Engineering, Zhejiang University)
Lin, G. (Department of Civil Engineering, Zhejiang University) Duan, Y.F. (Department of Civil Engineering, Zhejiang University) Zhao, J.L. (Department of Civil Engineering, Zhejiang University) Wang, R.Z. (Center for Research on Earthquake Engineering) |
1 | Abaqus. (2006), ABAQUS, Version 6.5, Habbitt, Karlsson & Sorensen, Inc., Pawtucket, R.I. |
2 | Amadio, C., Fragiacomo, M. and Rajgelj, S. (2003), "The effects of repeated earthquake ground motions on the non-linear response of SDOF systems", Earthq. Eng. Struct. D., 32(2), 291-308. DOI ScienceOn |
3 | Fragiacomo, M., Amadio, C. and Macorini, L. (2004), "Seismic response of steel frames under repeated earthquake ground motions", Eng. Struct., 26(13), 2021-2035. DOI ScienceOn |
4 | Franchin, P. and Pinto, P.E. (2009), "Allowing traffic over main shock-damaged bridges", J. Earthq. Eng., 13(5), 585-599. DOI ScienceOn |
5 | George, P.C. "CHINA - Tangshan Earthquake of July 28, 1976", http://www.drgeorgepc.com/ Earthquake1976ChinaTangshan.html. |
6 | Japan Meteorological Agency: http://www.jma.go.jp/index.html. |
7 | Japan Road Association. (2002), Specifications for highway bridges, Maruzen Co. Ltd., Tokyo.(in Japanese) |
8 | Kim, K.W., Chen, K.C., Wang, J.H. and Chiu, J.M. (2010), "Seismogenic structures of the 1999 Mw 7.6Chi- Chi,Taiwan,earthquake and its aftershocks", Tectonophysics, 489(1-4), 119-127. DOI |
9 | Kimura, Y., Kawano, K. and Nakamura, Y. (2007), "Effects on accumulated damages for seismic performance evaluation", J. Earthq. Eng.-JSCE, 53(A), 398-405. |
10 | Lee, K. and Foutch, D.A. (2004), "Performance evaluation of damaged steel frame buildings subjected to seismic loads", J. Earthq. Eng., 130(4), 588-599. DOI ScienceOn |
11 | Li, Q.W. and Ellingwood, B.R. (2007), "Performance evaluation and damage assessment of steel frame buildings under main shock-aftershock earthquake sequences", Earthq. Eng. Struct. D., 36(3), 405-427. DOI ScienceOn |
12 | Luco, N., Bazzurro, P. and Cornell, C.A. (2004), "Dynamic versus static computation of the residual capacity of a main shock-damaged building to withstand an aftershock", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada. |
13 | McCabe, S.L. and Hall, W.J. (1989), "Assessment of seismic structural damage", J. Earthq. Eng., 115(9), 2166-2183. DOI |
14 | Murata, A., Kitaura, M. and Miyajima, M. (2004), "Prediction of damage to structures through fatigue response spectra considering number of earthquake response cycles", Proceedings of the 13th world conference on earthquake engineering, Vancouver, Canada. |
15 | Park, Y.J. and Alfredo, H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Earthq. Eng., 111(4), 722-739. DOI ScienceOn |
16 | Usami, T. (2007), Guidelines for seismic and damage control design of steel bridges, GIHODO SHUPPAN Co. Ltd., (in Japanese). |
17 | Zhao, B. and Taucer, F. (2010), "Performance of Infrastructure during the May 12, 2008 Wenchuan Earthquake in China", J. Earthq. Eng., 14(4), 578-600. DOI ScienceOn |