引文
[1]李志强,袁一凡,李晓丽,张勤,代博洋,叶友清,戈培峰,曾杰.汶川M_S 8.0特大地震破坏特征初步研究[J].地震地质,2008,30(4):855―876.Li Zhiqiang,Yuan Yifan,Li Xiaoli,Zhang Qin,Dai Boyang,Ye Youqing,Ge Peifeng,Zeng Jie.Preliminary research on the characteristics of the M_S 8.0 Wenchuan earthquake hazard[J].Seismology and Geology,2008,30(4):855―876.(in Chinese)
[2]Fajfar P,Krawinkler H.Performance-based seismic design concepts and implementation,PEER Report2004/05[R].Berkeley:Pacific Earthquake Engineering Research Center,2004.
[3]Miranda E,Aslani H.Probabilistic response assessment for building-specific loss estimation,PEER Report2003/03[R].Berkeley:Pacific Earthquake EngineeringResearch Center,2003.
[4]Aslani H,Miranda E.Probabilistic earthquake loss estimation and loss disaggregation in buildings[D].California:Stanford University,2005.
[5]Ramirez C M,Miranda E.Building-specific loss estimation methods&tools for simplified performance-based earthquake engineering,Report No.171[R].California:John A.Blume Earthquake Engineering Center,2009.
[6]马宏旺,吕西林,陈晓宝.建筑结构地震直接经济损失估计方法[J].土木工程学报,2005,38(3):38―43.Ma Hongwang,LüXilin,Chen Xiaobao.An estimation method for the direct losses of earthquake-induced building damages[J].China Civil Engineering Journal,2005,38(3):38―43.(in Chinese)
[7]Mander J B,Sircar J,Damnjanovic I.Direct loss model for seismically damaged structures[J].Earthquake Engineering and Structural Dynamic,2012,41(3):571―586.
[8]Zareian F,Krawinker H.Simplified performance based earthquake engineering,Report No.169[R].California:John A.Blume Earthquake Engineering Center,2009.
[9]ATC-63.Quantification of building seismic performance factors[S].Washington D C:Applied Technology Council,2009.
[10]施炜,叶列平,陆新征,唐代远.不同抗震设防RC框架结构抗倒塌能力的研究[J].工程力学,2011,28(3):41―48.Shi Wei,Ye Lieping,Lu Xinzheng,Tang Daiyuan.Study on the collapse-resistant capacity of RC frames with different seismic fortification levels[J].Engineering Mechanics,2011,28(3):41―48.(in Chinese)
[11]陆新征,叶列平.基于IDA分析的结构抗地震倒塌能力研究[J].工程抗震与加固改造,2010,32(1):13―18.Lu Xinzheng,Ye Lieping.Study on the seismic collapse resistance of structural system[J].Earthquake Resistant Engineering and Retrofitting,2010,32(1):13―18.(in Chinese)
[12]Luco N,Cornell C A.Effects of connection fractures on SMRF seismic drift demands[J].Journal of Structural Engineering,2000,126(l):127―136.
[13]GB/T18208.4-2011,地震现场工作第4部分:灾害直接损失评估[S].北京:中国建筑工业出版社,2011.GB/T18208.4-2011,Post-earthquake Field Works—Part 4:Assessment of Direct Loss[S].Beijing:Seismological Press,2011.(in Chinese)
[14]Fragiadakis M,Vamvatsikos D,Panadrakakis M.Evaluation of the influence of vertical irregularities on the seismic performance of a nine-storey steel frame[J].Earthquake Engineering and Structural Dynamics,2006,35(12):1489―1509.
[15]Jalayer F.Direct probabilistic seismic analysis:implementing non-linear dynamic assessments[D].California:Stanford University,2003.
[16]ATC-58,Guidelines for seismic performance assessment of buildings[S].Washington D C:Applied Technology Council,2009.
[17]Haselton C B,Deierlein G G.Assessing seismic collapse safety of modern reinforced concrete moment-frame buildings[D].California:Stanford University,2007.
[18]GB50011-2010,建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.GB50011-2010,Code for Seismic Design of Buildings[S].Beijing:China Architecture Industry Press,2010.(in Chinese)
[19]Ramirez C M,Liel A B,Mitrani-Reiser J,Haselton C B,et al.Expected earthquake damage and repair costs in reinforced concrete frame buildings[J].Earthquake Engineering and Structural Dynamics,2012,41(11):1455―1475.
[20]吴巧云,朱宏平,樊剑.基于性能的钢筋混凝土框架地震易损性分析[J].工程力学,2012,29(9):117―124.Wu Qiaoyun,Zhu Hongping,Fan Jian.Performancebased seismic fragility analysis of RC frame structures[J].Engineering Mechanics,2012,29(9):117―124.(in Chinese)
[21]赵国潘,王清湘,宋玉普.高等钢筋混凝土结构学[M].北京:机械工业出版社,2005:308―381.Zhao Guopan,Wang Qingxiang,Song Yupu.Advanced Reinforced Concrete Structures[M].Beijing:China Machine Press,2005:308―381.(in Chinese)
[22]中国建筑科学研究院建筑工程软件研究所.PKPM软件[R].北京:中国建筑科学研究院,2010.China Academy of Building Research,Institute of Architecture and Engineering Software.PKPM Software[R].Beijing:China Academy of Building Research,2010.(in Chinese)
[23]Pacific Earthquake Engineering Research Center,University of California,Berkeley.Open System for Earthquake Engineering Simulation[CP].http://opensees.berkeley.edu,2011.3.2.