Citation: | LI Yong-mei, ZHOU Bing, ZHANG Wei-jing, LI Yu-zhan. Pushover Analysis of Spatial Infilled Wall-RC Frame Structures[J]. Journal of Beijing University of Technology, 2014, 40(11): 1660-1665. |
[1] |
中华人民共和国建设部.GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社, 2010.
|
[2] |
赵群昌, 史庆轩, 王秋维.填充墙框架结构基于性能的抗震评估方法研究[J].建筑科学, 2012, 28 (5) :71-76.ZHAO Qun-chang, SHI Qing-xuan, WANG Qiu-wei.Study on performance-based seismic evaluation method for masonry-infilled frame structures[J].Building Science, 2012, 28 (5) :71-76. (in Chinese)
|
[3] |
张敏政.从汶川地震看抗震设防和抗震设计[J].土木工程学报, 2009, 42 (5) :21-24.ZHANG Min-zheng.Reflection on the seismic fortification and design in light of the Wenchuan earthquake[J].China Civil Engineering Journal, 2009, 42 (5) :21-24. (in Chinese)
|
[4] |
熊立红, 兰日清, 王玉梅.芦山7.0级强烈地震建筑结构震害调查[J].地震工程与工程振动, 2013, 33 (4) :35-43.XIONG Li-hong, LAN Ri-qing, WANG Yu-mei.Earthquake damage investigation of structures in 7.0Lushan strong earthquake[J].Journal of Earthquake Engineering and Engineering Vibration, 2013, 33 (4) :35-43. (in Chinese)
|
[5] |
Federal Emergency Management Agency.FEMA356prestandard and commentary for the seismic rehabilitation of buildings[S].Washington D C:FEMA Building seismic safety council, 2000.
|
[6] |
MENDOLA L L.Influence of nonlinear constitutive law on masonry pier stability[J].Journal of Structural Engineering, ASCE, 1997, 123 (10) :1303-1311.
|
[7] |
北京金土木软件技术有限公司.Pushover分析在建筑工程抗震设计中的应用[M].北京:中国建筑工业出版社, 2012:27-32.
|
[8] |
汪大绥, 贺军利, 张凤新.静力弹塑性分析 (Pushover Analysis) 的基本原理和计算实例[J].世界地震工程, 2004, 20 (1) :45-53.WANG Da-sui, HE Jun-li, ZHANG Feng-xin.The basic principle and a case study of the static elastoplastic analysis (pushover analysis) [J].World Earthquake Engineering, 2004, 20 (1) :45-53. (in Chinese)
|
[9] |
侯爱波, 汪梦甫, 周锡元.Pushover分析方法中各种不同的侧向荷载分布方式的影响[J].世界地震工程, 2007, 23 (3) :120-128.HOU Ai-bo, WANG Meng-fu, ZHOU Xi-yuan.The effect of many different lateral load patterns in the pushover analysis[J].World Earthquake Engineering, 2007, 23 (3) :120-128. (in Chinese)
|