1Sigmund A. Freeman, Performance-based seismic engineering: past, current, and future[J]. Journal of Structural Division, ASCE, 2000:1-8.
2Structural Engineers Association of California (SEAOC). Recommended lateralforce requirements[S]. Seismology Committee, 1960.
3California Office of Emergency Services, Vision 2000: Performance based seismic engineering of buildings[S].Structural Engineering Association of California, Vision 2000 Committee, California, 1995.
4J.Maffei, Suggested improvements to performance based seismic guidelines[C]// Pro. 1 lth World Conf. Erathquake Engrg., 2000:1087.
5T. J. Sullivan, G. M. Calvi, M. J. Priestley. The limitations and performances of different displacement based design methods[J]. Journal of Earthquake Engineering, 2003, 7, Special Issue 1: 201-241.
6P. Fajfar, Capacity spectrum method based on inelastic demand spectra[J]. Earthquake Engineering and Structural Dynamics, 1999, 28(6): 979-993.
7M. Williams. Suggested improvements to performance based seismic damage indices for concrete structures: state-of-art review [J]. Earthquake Spectra, 1995, 28(1):319-349.