Lu X Z, Ye L P, Ma Y H, Tang D Y. Lessons from the collapse of typical RC frames in Xuankou School during the great Wenchuan Earthquake [J]. Advances in Structural Engineering, 2012, 15(1): 139-153.
[2]
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]. 北京: 清华大学, 2014. Shi Wei. Uniform collapse risk targeted seismic design methodology for reinforced concrete frame structures [D]. Beijing: Tsinghua University, 2014. (in Chinese)
[3]
JGJ 3-2010, 高层建筑结构混凝土技术规程[S]. 北京: 中国建筑工业出版社, 2010. JGJ 3-2010, Technical Specification for Concrete Structures of Tall Building [S]. Beijing: China Architecture and Building Press, 2010. (in Chinese)
[4]
GB 50223-2008, 建筑工程抗震设防分类标准[S]. 北京: 中国建筑工业出版社, 2008. GB 50223-2008, Standard for Classification of Seismic Protection of Building Constructions [S]. Beijing: China Architecture and Building Press, 2008. (in Chinese)
[5]
陆新征, 林旭川, 叶列平, 李易, 唐代远. 地震下高层建筑连续倒塌数值模型研究[J]. 工程力学, 2010, 27(11): 64-70. Lu Xinzheng, Lin Xuchuan, Ye Lieping, Li Yi, Tang Daiyuan. Numerical models for the progressive collapse of high-rise buildings due to earthquake [J]. Engineering Mechanics, 2010, 27(11): 64-70. (in Chinese)
[6]
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)
[7]
陆新征, 叶列平, 缪志伟. 建筑抗震弹塑性分析[M]. 北京: 中国建筑工业出版社, 2009: 279-280. Lu Xinzheng, Ye Lieping, Miao Zhiwei. Elasto-plastic analysis of buildings against earthquake [M]. Beijing: China Architecture and Building Press, 2009: 279-280. (in Chinese)
[8]
林旭川, 潘鹏, 叶列平, 陆新征, 赵世春. 汶川地震中典型RC框架结构的震害仿真与分析[J]. 土木工程学报, 2009, 42(5): 13-20. Lin Xuchuan, Pan Peng, Ye Liepeng, Lu Xinzheng, Zhao Shichun. Analysis on damage mechanism of a typical RC frame in Wenchuan Earthquake [J]. China Civil Engineering Journal, 2009, 42(5): 13-20. (in Chinese)
[9]
中华人民共和国国务院.国家地震应急预案 [J]. 中华人民共和国国务院公报, 2012(28): 16-24. State Council of the People’s Republic of China. National earthquake emergency response plan [J]. Gazette of the state council of the People’s Republic of China, 2012(28): 16-24. (in Chinese)
[10]
Lu X, Lu X Z, Guan H, Ye L P. Comparison and selection of ground motion intensity measures for seismic design of super high-rise buildings [J]. Advances in Structural Engineering, 2013, 16(7): 1249-1262.
[11]
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): 42-50. Ye Lieping, Qu Zhe, Lu Xinzheng, 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)
[12]
叶列平, 曲哲, 马千里, 林旭川, 陆新征, 潘鹏. 从汶川地震框架结构震害谈"强柱弱梁"屈服机制的实现 [J]. 建筑结构, 2008, 38(11): 52-59. Ye Lieping, Qu Zhe, Ma Qianli, Lin Xuchuan, Lu Xinzheng, Pan Peng. Study on ensuring the strong column-weak beam mechanism for RC frames based on the damage analysis in the Wenchuan Earthquake [J]. Building Structure, 2008, 38(11): 52-59. (in Chinese)
[13]
Reitherman R. Earthquakes and Engineers: An International History [M]. Reston, VA, USA: American Society of Civil Engineers, 2012: 150-157.
[14]
王亚勇, 刘小弟, 黎家佑, 高东. 澜沧-耿马强震加速度记录[J]. 地震工程与工程振动, 1989, 9(4): 73-82. Wang Yayong, Liu Xiaodi, Li Jiayou, Gao Dong. Strong motion acceleration records from Lancang-Gengma Earthquake [J]. Earthquake Engineering and Engineering Vibration, 1989, 9(4): 73-82. (in Chinese)
[15]
Wang Z F. A Preliminary report on the Great Wenchuan Earthquake [J]. Earthquake Engineering and Engineering Vibration, 2008, 7(2): 225-234.
[16]
温瑞智, 任叶飞, 黄旭涛, 卢滔, 齐文浩. 芦山7.0级地震强震动记录及其震害相关性[J]. 地震工程与工程振动, 2013, 33(4): 1-14. Wen Ruizhi, Ren Yefei, Huang Xutao, Lu Tao, Qi Wenhao. Strong motion records and their engineering damage implications for Lushan Earthquake on April 20, 2013 [J]. Journal of Earthquake Engineering and Engineering Vibration, 2013, 33(4): 1-14. (in Chinese)
[17]
GB 50011-2010, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010. GB 50011-2010, Code for Seismic Design of Buildings [S]. Beijing: China Architecture and Building Press, 2010. (in Chinese)