参考文献/References:
[1] FEMA273 NEHRP Commentary on the guidelines for the rehabilitation of buildings[S]. Federal Emergency Management Agency. Washington.D.C.: September,1996.
[2] 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 & Building Press, 2010.
[3] 陈绍蕃. 钢结构稳定设计指南[M]. 北京:中国建筑工业出版社, 1996.
CHEN Shaofan. Guide to stability design of steel structures [M]. Beijing: China Architecture & Building Press, 1996.
[4] 江见鲸. 钢筋混凝土结构非线性有限元分析[M]. 西安:陕西科技出版社, 1994.
JIANG Jianjing. Nonlinear finite element analysis of reinforced concrete structures [M]. Xi’an: Shaanxi Science & Technology Press, 1994.
[5] 杨志勇. 罕遇地震弹塑性静、动力分析方法中结构阻尼问题探讨[J]. 地震工程与工程振动, 2009, 29(6):115-120.
YANG Zhiyong. On damping in elastic-plastic static and dynamic method under rare earthquakes[J]. Earthquake Engineering and Engineering Dynamics, 2009, 29(6):115-120.
[6] 北京金土木软件技术有限公司, 中国建筑标准设计研究院.SAP2000中文版使用指南[M]. 北京: 人民交通出版社, 2006.
Beijing Civil King Software Technology Co., Ltd. China Institute of building standard design & research. Chinese language version of the guidelines for using the SAP2000 [M]. Beijing: China Communications Press, 2006.
[7] 汪梦甫, 周锡元. 高层建筑结构弹塑性分析方法及抗震性能评估的研究[J]. 土木工程学报, 2003,36(11):44-49.
WANG Mengfu, ZHOU Xiyuan. Modified pushover analysis and seismic performance evaluation for tall building[J].China Civil Engineering Journal,2003,36(11):44-49.
[8] MANDER J B,PRIESTLEY M J N,PARK R. Theoretical stress-strain model for confined concrete [J]. Struct. Eng. 1998 ,114(8): 1804-1826.
[9] 梁炯丰.大型火电厂钢结构主厂房框排架结构抗震性能及设计方法研究[D].西安:西安建筑科技大学, 2013.
LIANG Jongfeng. Study on seismic behavior and seismic design method of steel frame-bent structures of large thermal power plant main buildings [D].Xi’an: Xi’an University of Architecture and Technology, 2013.