期刊文献+

平面不对称结构的Pushover分析及抗震性能评估 被引量:1

Pushover Analysis of Planar Unsymmetrical Structure and Estimation of the Aseismatic Capability
下载PDF
导出
摘要 用Pushover方法对平面不对称钢筋混凝土框架结构进行分析,以评估结构的抗震性能.从两个相反方向加载对该结构进行Pushover分析时,得到的结果存在差异,本文用实例证明了这一点. Pushover analysis was used to analyse a planar unsymmetrical reinforced concrete structure and estimate it' s aseismatic capability. The results were different if the loads applied on the structure in opposite directions. It was attested by the example.
作者 刁现伟 董冰
出处 《华东交通大学学报》 2005年第5期9-11,共3页 Journal of East China Jiaotong University
关键词 平面不对称 PUSHOVER分析 抗震性能 循环往复加载 planar unsymmetrical Pushover analysis aseismatic capability cyclic load
  • 相关文献

参考文献6

二级参考文献8

共引文献243

同被引文献11

  • 1李刚,刘永.三维偏心结构的Pushover分析[J].计算力学学报,2005,22(5):529-533. 被引量:7
  • 2刘畅,邹银生,陈敏.偏心结构考虑扭转的三维Pushover分析[J].建筑科学与工程学报,2005,22(2):47-50. 被引量:4
  • 3GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
  • 4Federal Emergency Management Agency [R]. Federal Emergency Management Agency Guidelines for the Seismic Rehabilitation of Buildings, 1996, FEMA273.
  • 5ATC. Seismic evaluation and retrofit of concrete buildings [R]. Report No.ATC-40. Applied Technology Council, Redwood City: California, 1996.
  • 6Kilar Vojko, Fajfar Peter. Simple Pushover analysis of asymmetric buildings [J]. Earthquake Engineering and Structural Dynamics, 1997, 26(2): 233-249.
  • 7Chopra Anil K, Goel Rakesh K. A modal Pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings [J]. Earthquake Engineering and Structural Dynamics, 2004, 33(8): 903 -927.
  • 8Barros R C, Almeida R. Pushover analysis of asymmetric three-dimensional building frames [J]. Journal of Civil Engineering and Management, 2005, XI(1): 3- 12.
  • 9Soong T T, Dargush G F. Passive energy dissipation systems in structural engineering [M]. Chichester: John Weley & Sons, 1997.
  • 10Oscar M Ramirez. Development and evaluation of simplified procedures for the analysis and design of buildings with passive energy dissipative systems [D]. New York: State University of New York, 2000.

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部