1SEAOC Vision 2000 Committee.Performance-Based Seismic Engineering of Building. Report Prepared by structural Engineering Association of California . 1995
2Chopra AK,Goel RK.Capacity-demand-diagram methods for estimating seismic deformation of inelastic structures: SDF systems. Report No.PEER-1999/02 . 1999
3Applied Technology Council.ATC 40: Seismic evaluation and retrofit of concrete buildings. Report No.SSC 96-01 . 1996
4Eivid Hongnestad.A study of combined bending and axial load in reinforced concrete members. Bulletin 399,University of Illinois Engineering Experiment Station . 1951
5Mander JB,Priestley MJN,Park R.Theoretical stress-strain model for confined concrete. Journal of Structural Engineering ASCE . 1988
6Mander J B,Priestley M J N,Park R.Observed stress-strain behavior of confined concrete. Journal of Structured Engineering, ASCE . 1988
7T. Vidic,P. Fajfar,M. Fischinger.Consistent Inelastic Design Spectra: Strength and Displacement. Earthquake Engineering and Structural Dynamics . 1992
8Newark N,Mohall W J.Procedures and criteria for earthquake resistant design. Building Research Series No.46.National Bureau of Standards.U.S.Dept of commerce Washington . 1973
3CLIFF S, LUIS F; EDUARDO D, et al. Observations on bridge performance during the chilean earthquake of 2010 [ J ]. Journal of Construction Engineering and Management, 2011,26 ( 13 ) : 310-341.
4PAN Y, AGRAWAL A K, GHOSN M, et al. Seismic fragility of muhispan simply supported steel highway bridges in NewYork state. II: Fragility analysis, fragility curves, and fragility surfaces[ J]. Journal of Bridge Engineering,2010,14(5 ) : 462-472.
5LEONARDO D O, PADGE'IT J E. Seismic reliability assessment of bridges with user-defined system failure events [ J ]. American Society of Civil Engineers. 2011,13 ( 11 ) :680-690.
6NICKNAM A, MASLEH A, HAMIDI J H. Seismic performance evaluation of urban bridge using static nonlinear proce- dure, case study: Hafez bridge [ J ]. Procedia Engineering,2011,14:2350-2357.
