马玉宏,赵桂峰. 地震灾害风险分析及管理[M]. 北京: 科学出版社, 2008: 1-17. MA Yuhong, ZHAO Guifeng. Risk analysis and management for earthquake disaster[M]. Beijing: Science Press, 2008: 1-17.(in Chinese)
[2]
林世镔, 谢礼立, 公茂盛, 等. 城市建筑物抗震能力评估方法[J]. 自然灾害学报, 2011, 8(3): 31-37. LIN Shibin, XIE Lili, GONG Maosheng, et al. Methodology for estimating seismic capacity of city building[J]. Journal of Nature Disasters, 2011, 8(3): 31-37.(in Chinese)
[3]
刘晶波, 刘阳冰, 闫秋实, 等. 基于性能的方钢管混凝土框架结构地震易损性分析[J]. 土木工程学报, 2010, 43(2): 39-47. LIU Jingbo, LIU Yangbing, YAN Qiushi, et al. Performance-based seismic fragility analysis of CFST frame structures[J]. China Civil Engineering Journal, 2010, 43(2): 39-47.(in Chinese)
[4]
朱 健. 钢筋混凝土结构易损性分析与地震风险研究[D]. 西安: 西安建筑科技大学, 2010: 34-104. ZHU Jian. Seismic fragility and risk analysis of RC buildings[D]. Xi’an: Xi’an University of Architecture and Technology, 2010: 34-104.(in Chinese)
[5]
吕大刚, 王光远. 基于可靠度和灵敏度的结构局部地震易损性分析[J]. 自然灾害学报, 2006, 15(4): 157-162. Lü Dagang, WANG Guangyuan. Global seism ic fragility analysis of structures based on reliability and performance[J]. Journal of Natural Disasters, 2006, 15(4): 157-162.(in chinese)
[6]
Krcil M S, Polat Z. Fragility analysis of mid-rise RC frame buildings[J]. Engineering Structures, 2006, 28: 1335-1345.
[7]
王光环. 基于性能的基础隔震钢筋混凝土框架结构的易损性分析[D]. 兰州: 兰州理工大学, 2013: 37-57. WANG Guanghuan. The performance-based fragility analysis of base-isolated RC frame structure[D]. Lanzhou: Lanzhou University of Technology, 2013: 37-57.(in Chinese)
[8]
曾志华. 隔震结构的易损性分析与地震可靠度安全评定方法[D]. 广州: 广州大学, 2012: 57-75. ZENG Zhihua. Fragility analysis and seismic reliability of the isolated structure[D]. Guangzhou: Guangzhou University, 2012: 57-75.(in Chinese)
[9]
高小旺, 鲍霭彬. 地震作用的概率模型及其统计参数[J]. 地震工程与工程振动, 1985, 5(1): 13-22. GAO Xiaowang, PAO Aibin. Probabilitistic model and its statistical parameters for seismic load[J]. Earthquake Engineering and Engineering Dynamics, 1985, 5(1): 13-22.(in Chinese)
[10]
刘 娟, 马玉宏, 赵桂峰, 等. 高层基础隔震结构基于性态的设防水准研究[J]. 科学技术与工程, 2013, 13(26): 7889-7893. LIU Juan, MA Yuhong, ZHAO Guifeng, et al. Research on performance-based seismic design for high-rise base-isolated structure[J]. Science Technology and Engineering, 2013, 13(26): 7889-7893.(in Chinese)
[11]
周文峰,黄宗明,白绍良. 约束混凝土几种有代表性应力-应变模型及其比较[J]. 重庆建筑大学学报, 2003, 25(4): 121-127. ZHOU Wenfeng, BAI Zongming, BAI Shaoliang. Introduction and comparison of several representative confinement models for concrete[J]. Journal of Chongqing Jianzhu University, 2003, 25(4): 121-127.(in Chinese)
[12]
李培林. 建筑抗震与结构选型构造[M]. 北京: 中国建筑工业出版社, 1990: 72-86. LI Peilin. Building earthquake resistance and structural type selection[M]. Beijing: China Architecture & Building Press. 1990: 72-86.(in Chinese)
[13]
王光远. 工程结构与系统抗震优化设计的实用方法[M]. 北京:中国建筑工业出版社, 1999: 36-68. WANG Guangyuan. A practical method of optimization design for earthquake resistance of engineering structures and systems[M]. Beijing: China Architecture & Building Press, 1999: 36-68.(in Chinese)
[14]
毕可为.群体建筑的易损性分析和地震损失快速评估[D]. 大连: 大连理工大学, 2009. BI Kewei.Vulnerability analysis of group buildings and earthquake loss fast estimation[D]. Dalian: Dalian University of Technology, 2009.(in Chinese)
[15]
余倩倩. 地震作用下钢筋混凝土框架结构的概率损失分析[D]. 武汉: 华中科技大学, 2012. YU Qianqian. The probabilistic loss analysis of RC structure under earthquake[D]. Wuhan: Huazhong University of Science & Technology, 2012.(in Chinese)
[16]
陈洪富. 城市房屋建筑装修震害损失评估方法研究[D]. 哈尔滨: 中国地震局工程力学研究所, 2008. CHEN Hongfu. Study on earthquake damage loss assessment of urban buildings’decorations[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration, 2008.(in Chinese)
