引文
[1]清华大学土木结构组,西南交通大学土木结构组,北京交通大学土木结构组.汶川地震建筑震害分析[J].建筑结构学报,2008,29(4):1~9Civil and structural groups of Tsinghua University,Xinan Jiaotong University and Beijing Jiaotong University.Analysis on building seismic damage in Wenchuan Earthquake[J].Journal of Building Structures,2008,29(4):1~9(in China)
[2]江见鲸,等.防灾减灾工程学[M].北京:机械工业出版社,2005Jiang J J.et al.Disaster prevention and mitigation engineering[M].Beijing:China Machine Press,2005(in China)
[3]叶列平,曲哲,陆新征,冯鹏.提高建筑结构抗地震倒塌能力的设计思想与方法[J].建筑结构学报,2008,29(4):42~50Ye Lie-ping,Qu Zhe,Lu Xin-zheng,Feng Peng.Collapse prevention of building structures:a lesson from the Wenchuan Earthquake[J].Journal of Building Structures,2008,29(4):42~50(in Chinese)
[4]林同炎,S.D.斯多台斯伯利著.结构概念和体系(高立人,方鄂华,钱稼茹译)[M].北京:中国建筑工业出版社,1999.第二版Lin Tong-yan.Stotesbury S D.Structural concepts and systems for architects and engineers(Translated by Gao L R,Fang E H and Qian J R)[M].Beijing:China Architecture and Building Press,1999.(2ndEdition)(in Chinese)
[5]秦权,林道锦,梅刚.结构可靠度随机有限元——理论及工程应用[M].北京:清华大学出版社,2006Qin Quan,Lin Dao-jin,Mei Gang.Reliability stochastic finite element methods:theory and applications[M].Beijing:Tsinghua University Press,2006(in Chinese)
[6]GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001GB50011-2001,Code for seismic design of buildings[S].Beijing:China Architecture and Building Press,2001(in Chinese)
[7]叶列平,陆新征,马千里,程光煜,宋世研,缪志伟,潘鹏.屈服后刚度对建筑结构地震响应影响的研究[J].建筑结构学报,2009,(2):17~29Ye Lie-ping,Lu Xin-zheng,Ma Qian-li,Cheng Guang-yu,Song Shi-yan,Miao Zhi-wei,Pan Peng.Influence of post-yielding stiffness to seismic response of building structures[J].Journal of Building Structures,2009,30(2):17-29(in Chinese)
[8]Whittaker A,Hart G,Rojahn C.Seismic response modification factors[J].Journal of Structural Engineering,ASCE,1999,125(4):438~444
[9]UBC,International Conference of Building Officials,Uniform building code[S].Whittier,Calif,1997
[10]FEMA273,FEMA274,FEMA356,NEHRP Guidelines For The Seismic Rehabilitation Of Buildings[S]
[11]Washington D C:Federal Emergency Management Agency,1996.Applied Technology Council,Seismic evaluation and retrofit of concrete buildings[S].ATC-40,1996
[12]Quantification of building seismic performance factors,ATC-63Project Report(90%Draft)[R].FEMA P695/April2008
[13]汪训流,陆新征,叶列平.往复荷载下钢筋混凝土柱受力性能的数值模拟[J].工程力学,2007,24(12):76~81Wang Xun-liu,Lu Xin-zheng,Ye Lei-ping.Numerical simulation for the hysteresis behavior of RC columns under cyclic loads[J],Engineering Mechanics,2007,24(12):76~81(in Chinese)
[14]叶列平,陆新征,马千里,汪训流,缪志伟.混凝土结构抗震非线性分析模型、方法及算例[J].工程力学,2006,23(sup.II):131~140Ye Lie-ping,Lu Xin-zheng,Ma Qian-li,Wang Xun-liu,Miao Zhi-wei.Seismic nonlinear analytical models,methods and examples for concrete structures[J].Engineering Mechanics,2006,23(sup.Ⅱ):131~140(in Chinese)
[15]Lu X Z,Lin X C,Ma Y h,Li Y,Ye L P.Numerical simulation for the progressive collapse of concrete building due to earthquake[A].Proc.the14th World Conference on Earthquake Engineering[C].October12-17,2008,Beijing,China,CDROM