引文
[1]GBJ11-89,建筑抗震设计规范[S]GBJ11-89,Code for Seismic Design of Buildings[S](in Chinese)
[2]GB 50011-2010,建筑抗震设计规范[S]GB 50011-2010,Code for Seismic Design of Buildings[S](in Chinese)
[3]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研究[J].工程力学,2011,28(3):41~48Shi Wei,Ye Lie-ping,Lu Xin-zheng,Tang Dai-yuan.Study on the Collapse-resistant Capacity of RC Frames with Different Seismic Fortification Levels[J].Engineering Mechanics,2011,28(3):41~48(in Chinese)
[4]施炜,叶列平,陆新征.基于一致倒塌风险的建筑抗震评价方法研究[J].建筑结构学报,2012,33(6):1~7Shi Wei,Lu Xin-zheng,Ye Lie-ping.Study on Uniform Collapse Risk Evaluation Method for Building Structures under Earthquakes[J].Journal of Building Structures,2012,33(6):1~7(in Chinese)
[5]Federal Emergency Management Agency.Quantification of Building Seismic Performance Factors[R].FEMA P695.Washington DC:Federal Emergency Management Agency,2009:1.1~1.11
[6]ASCE 07-10 Minimum Design Loads for Buildings and Other Structures[S].Reston,VA:American Society of Civil Engineers,2010
[7]施炜,叶列平,陆新征.抗地震倒塌能力谱研究[J].建筑结构学报,2012,33(10):1~7.Shi Wei,Ye Lie-ping,Lu Xin-zheng.Study of Collapse Resistant Capacity Spectrum[J].Journal of Building Structure,2012,33(10):1~7(in Chinese)
[8]Li Y,Yin Y J,Ellingwood B R,Willian M B.Uniform Hazard Versus Uniform Risk Bases for Performancebased Earthquake Engineering of Light-framewood Construction[J].Earthquake Engineering and Structure Dynamics,2010,39(11):1199~1217
[9]Ibarra L,Krawinkler H.Variance of Collapse Capacity of SDOF Systems under Earthquake Excitations[J].Earthquake Engineering&Structural Dynamics,2011,40(12):1299~1314
[10]赵国藩,曹居易,张宽权.工程结构可靠度[M].北京:科学出版社,2011:25~42Zhao Guo-fan,Cao Ju-yi,Zhang Kuan-quan.Reliability of Engineering Structure[M].Beijing:Science Press,2011:25~42(in Chinese)
[11]李刚,程耿东.基于可靠度和功能的框架-剪力墙结构抗震优化设计[J].计算力学学报,2001,18(3):67~71Li Gang,Cheng Geng-dong.Reliability and Performance Based Optimization Design for Seismic RC Frame-wall Structures[J].Chinese Journal of Computational Mechanics,2001,18(3):67~71(in Chinese)
[12]Barbato M,Gu Q,Conte J P.Probabilistic Push-over Analysis of Structural and Soil-structure Systems[J].Journal of Structural Engineering,2010,136(11):1330~1341
[13]尹犟,胡其高,李鹏.混凝土结构地震需求参数敏感性分析[J].中南大学学报(自然科学版),2012,43(5):1954~1962Yin Jiang,Hu Qi-gao,Li Peng.Sensitivity Analysis of Earthquake Demand Parameters[J].Journal of Central South University(Science and Technology),2012,43(5):1954~1962(in Chinese)
[14]于晓辉.钢筋混凝土框架结构的概率地震易损性与风险分析[D].哈尔滨工业大学,2012Yu Xiao-hui.Probabilistic Seimic Fragility and Risk Analysis of Reinforce Concrete Frame Structures[D].Doctoral Thesis of Harbin Institute of Technology,2012
[15]施炜.RC框架结构基于一致倒塌风险的抗震设计方法研究[D].清华大学,2014Shi Wei,Uniform Collapse Risk Targeted Seismic Design Methodology for Reinforced Concrete Frame Structures[D].Doctoral Thesis of Tsinghua University,2014
[16]GBJ 68-84,建筑结构设计统一标准[S]GBJ 68-84,Unified standard for design of building structure[S](in Chinese)
[17]Mirza S A,Mac Gregor J G.Variability of Mechanical Properties of Reinforcing Bars[J].Journal of the Structural Division,1979,105(5):921~937.3
[18]叶列平.混凝土结构(上册)[M].北京:中国建筑工业出版社,2012:14~44.4Ye Lie-ping.The First Volume of Concrete Structure[M].Beijing:Chinese Architecture&Building Press,2012:14~44.4
[19]Mirza S A,Mac Gregor J G,Hatzinikolas M.Statistical Descriptions of Strength of Concrete[J].Journal of the Structural Division,1979,105(6):1021~1037.5
[20]Lee T H,Mosalam K M.Probabilistic Seismic Evaluation of Reinforced Concrete Structural Components and Systems[J].Berkeley,CA:Pacific Earthquake Engineering Research Center,2006
[21]Porter K A,Beck J L,Shaikhutdinov R V.Sensitivity of Building Loss Estimates to Major Uncertain Variables[J].Earthquake Spectra,2002,18(4):719~743
[22]Barbato M,Gu Q,Conte J P.Probabilistic Push-over Analysis of Structural and Soil-structure Systems[J].Journal of Structural Engineering,2010,136(11):1330~1341
[23]Zareian F,Krawinkler H.Assessment of Probability of Collapse and Design for Collapse Safety[J].Earthquake Engineering&Structural Dynamics,2007,36(13):1901~1914
[24]吕大刚,于晓辉,王光远.基于单地震动记录IDA方法的结构倒塌分析[J].地震工程与工程振动,2009,29(6):33~39Lv Da-gang,Yu Xiao-hui,Wang Guang-yuan.Structural Collapse Analysis Based on Single-record IDA Method[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(6):33~39(in Chinese)
[25]李立峰,黄佳梅,吴文朋,王连华.基于IDA的高墩大跨桥梁抗震性能评估[J].地震工程与工程振动,2012,32(1):68~77Li Li-feng,Huang Jia-mei,Wu Wen-peng,Wang Lianhua.Research on the Seismic Performance of Bridge with High Piers and Long Spans Using Incremental Dynamic Analysis[J].Journal of Earthquake Engineering and Engineering Vibration,2012,32(1):68~77(in Chinese)