潘 鹏, 曹海韵, 叶列平, 等.混凝土框架增设摇摆墙前后抗震性能比较[J].土木建筑与环境工程, 2010, 32(s2):326-328. PAN Peng, CAO Haiyun, YE Lieping, et al.Seismic performance comparison after the concrete frame Increasing swing wall[J].Journal of Civil, Architectural & Environmental Engineering, 2010, 32(s2): 326-328.(in Chinese)
[2]
包世华, 张铜生.高层建筑结构设计和计算[M].北京:清华大学出版社, 2010:191-221. BAO Shihua, ZHANG Tongsheng.Design and analysis of tall-building structure[M].Beijing:Tsinghua University Press, 2010:191-221.(in Chinese)
[3]
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 Building Industry Press, 2010.(in Chinese)
[4]
曲 哲.摇摆墙-框架结构抗震损伤机制控制及设计方法研究[D].北京:清华大学土木工程学院, 2010. QU Zhe.Study on seismic damage mechanism control and design of rocking wall-frame structures[D].Beijing:School of Civil Engineering, Tsinghua University, 2010.(in Chinese)
[5]
SAP2000中文版使用指南[M].北京:人民交通出版社, 2012:456-508. The ChineseVersion of SAP2000 Use Guide[M].Beijing:China Communications Press, 2012:456-508.(in Chinese)
[6]
潘文.Push-over方法的理论与应用[D].西安:西安建筑科技大学, 2004. PAN Wen.Theory and application of push-over procedure[D].Xi’an: Xi’an University of Architecture & Technology, 2004.(in Chinese)
[7]
曹海韵, 潘 鹏, 叶列平. 基于推覆分析混凝土框架摇摆墙结构抗震性能研究[J]. 振动与冲击, 2011, 32(11):240-244. CAO Haiyun, PAN Peng, YE Lieping. Pushover analysis of RC frame rocking wall structure[J]. Journal of Vibration and Shock, 2011, 32(11):240-244.(in Chinese)
[8]
Hitaka T, Sakino K, Cyclic tests on a hybrid coupled wall utilizing a rocking mechanism[J].Earthquake Engineering and Structural Dynamics, 2008, 37(14);1657-1676.