引文
[1]Priestey M J N.Performanace-Based Seismic Deign[A].12WCEE[C].Auckland:New Zealand National Committee on Earthquake Engineering.2000:1—21.
[2]郭磊,李建中,范立础.直接基于位移的结构抗震设计理论研究进展[J].世界地震工程.2005,12.21(4):157-164.
[3]FEMA-27,NEHRP guidelines for the seismic rehabilitation of buildings[S].Federal Emergency Management Agency.Washington,DC,1997.
[4]曹正国,周克荣.基于性能的抗震设计理论综述[J].山西建筑.2005,12.31(24):2-4.
[5]李灿灿,陆洲导,李凌志.建筑结构基于性能的抗震设计[J].四川建筑科学研究.2005,10.31(5):99-102.
[6]Moehle J P.Displacement—based design of RC structures subjected to earthquake[J].Earthquake Spectra,1992,8(3):403—428.
[7]Kowalsky M J.Priestley M J N and Macrae G A.Displacement—based design of RC bridge column in seismic regions[J].Earthquake Engineering and Structural Dynamics。1995,24(12):1623—1643.
[8]Kowalsky M J.Deformation limit states for circular reinforced concrete bridge columns[J].Journal of Structural Engineering,ASCE,2000,126(8):869—878.