[1] | California Office of Emergency Services. Performance BasedSeis-mic Engineering of Buildings: Verision 2000
|
[2] | [R]. Sacramento,CA: Structural Engineers Association of California, 1995.
|
[3] | ATC. ATC -40, Seismic Evaluation and Retrofit of Concrete Build-ings
|
[4] | [R]. Redwood City , California: Applied Technology Council,1996.
|
[5] | Federal Emergency Management Agency. NEHRP Guidelines forthe Seismic Rehabilitation of Buildings: FEMA 273
|
[6] | [R]. Wash-ington, D.C.: Federal Emergency Management Agency, 1996.
|
[7] | California Department of Transportation. Caltrans Seismic DesignCriteria: Version 1. 1
|
[8] | [S]. California: California Department ofTransportation, 1999.
|
[9] | California Department of Transportation. Caltrans Seismic DesignCriteria: Version 1. 2
|
[10] | [S]. California: California Department ofTransportation, 2001.
|
[11] | 中华人民共和国交通运输部. JTGTB02 -01-2008公路桥梁抗震设计细则
|
[12] | [S].北京:人民交通出版社, 2008.P. R. China. Ministry of Transport. JTGTB02-01-2008Guidelinesfor Seismic Design of Highway Bridges
|
[13] | [S]. Beijing:ChinaCommunications Press, 2008.
|
[14] | KOWALSKY M J. Deformation Limit States for Circular Rein-forcedConcrete Bridge Columns
|
[15] | [J]. Journal of Structural En-gineering, 2000, 126 (8):869-878.
|
[16] | PAULY T. An Estimation of Displacement Limits for Ductile Sys-tems
|
[17] | [J]. Earthquake Engineering and Structural Dynamics,2002, 31:583-599.
|
[18] | PRIESTLEY M J N, KOW ALSKY M J. Displacement -based Ap-proachesto RationalLimitStatesDesign of Ne w Structures
|
[19] | [C] //Proceedings of the l.th EuropeanConference on Earthquake Engi-neering. Paris, France:
|
[20] | [s. n.] , 1999:317-335.
|
[21] | PRIESTLEY M J N, KOWALSKY M J. Aspects of Drift andDuctility Capacity of Rectangular Cantilever Structural Walls
|
[22] | [J]. Bulletin of the New Zealand National Society for Earth-quake Engineering, 1998, 31 (2):73-85.
|
[23] | European Committee for Standardization. ENV 1998-1-1:1994Eurocode8:Design Provisions for Earthquake Resistance ofStructures:Part 1 -1:General Reismic Action and GeneralRequirements for Structures
|
[24] | [S]. Brussels:European Com-mittee for Standardization, 1994.
|
[25] | VIDIC T, FAJFAR P, FISCHINGER M. Consistent InelasticDesign Spectra:Strength and Displacement
|
[26] | [J]. EarthquakeEngineering and Structural Dynamics, 1994, 23 (5):502-521.
|
[27] | KOW ALSKY M J, PRIESTLEYM J N, MAERAEG A. Displacement Based Design of RC Bridge ColumnsinSeismic Regions
|
[28] | [J]. Earthquake Engineering and Structural Dynamics, 1995,24 (12):1623-1643.
|
[29] | IWAN W D. Estimating Inelastic Response Spectra from ElasticSpectra
|
[30] | [J]. Earthquake Engineering and Structural Dynam-ics, 1980, 8 (4):375-388.
|