1Kevin M, Bozidar S, Seismic demands for performance- based design of bridges[R]. Berkeley :Pacific Earthquake Engineering Research Center, University of California, 2003. 被引量：1
2Berry M P, Eberhard M O. Performance models for flexural damage in reinforced concrete columns[R]. Berkeley : Pa- cific Earthquake Engineering Research Center, University of California, 2003. 被引量：1
3Yuyi Zhang. Probabilistie structure seismic performance as- sessment methodology and application to an actual bridge- foundation-ground system[D]. San Diego: University of Cal- ifornia, 2006. 被引量：1
4Kunnath S K. Applicationofthe PEER PBEE Methodology to the 1-880 Viaduct[R]. Berkeley: Pacific Earthquake En- gineering Research Center, University of California, 2006. 被引量：1
7Hwang, H.H.M. Jernigan, J.B. and Lin, Y.W. (2000a) Eval- uation of Seismic Damage to MemPhis Bridges and High- way Systems[J]. Journal of Bridge Engineering, ASCE, 2000 (4): 322-330. 被引量：1
8Cornell C A. Engineering seismic risk analysis[J]. Bulletin of the Seismological Society of America,1968, 58(5): 1583- 1606. 被引量：1
3Cornell C A.Engineering seismic risk analysis[J].Bulletin of the Seismological Society of America.1968,58(5):1S83-1606. 被引量：1
4Shome N,Cornell C A,Bazzurro P.,et al.Earthquakes,records,and nonlinear responses[J].Earthquake Spectra,1998,14(3):467-500. 被引量：1
5Cornell C A.Progress and challenges in seismic performance assessment[J].PEER Center News.2000,3(2):1-4. 被引量：1
6Moehle J,Deierlein G G.A framework methodology for performance-based earthquake engineering[C]//The 13th World Conference on Earthquake Engineering,Vancouver,Canada,2004.Paper No.679. 被引量：1
7Deierlein G G.Overview of a comprehensive framework for earthquake performance evaluation[C]//Proceedings of an International Workshop on Performance-Based Seismic Design Concepts and Implementation,Bled,Slovenia,2004.15-26. 被引量：1
8Mackie K,Stojadinovic B.Probabilistic seismic demand model for California highway bridges[J].Journal of Bridge Engineering,ASCE,2001,6 (6):468-481. 被引量：1
