期刊文献+

Tall building configuration effects on their response to earthquake loading

Tall building configuration effects on their response to earthquake loading
下载PDF
导出
出处 《Journal of Civil Engineering and Architecture》 2009年第5期30-39,共10页 土木工程与建筑(英文版)
关键词 高层建筑结构 地震区 配置 非线性动态响应 加载 反应 模拟模型 地震荷载 drift configuration response earthquake loads
  • 相关文献

参考文献8

  • 1Arnold, C. and Reitherman, R.. Building Configuration and Seismic Design. John Wiley & Sons, Inc, 1982.
  • 2Seo, Song, Kwon, Hong and Park.. Drift design model for high - rise buildings based on resizing algorithm with a weight control factor. The Structural Design of Tall and Special Buildings, 2008, 17(3): 563-578.
  • 3Christenson, R., Spencer, B. and Johnson, E.. Coupled building control considering the effects of building/ onnector configuration. Journal of Structural Engineering, ASCE, 2006, 132(6): 53-863.
  • 4Wdowicka, Wdowicki, and Blaszczynski.. Seismic analysis of south gate building according to Euro code 8. The Structural Design of Tall and Special Buildings, 2005, 1(14): 59-67.
  • 5Park, H., Hong, K., Seo, J.. Drift design of steel-frame shear-wall systems for tall buildings. The Structural Design of Tall and Special Buildings, 2002, 11 ( 1 ): 35-49.
  • 6Melbourne, W.. Shaping tall buildings to reduce aerodynamic excitation and response. Conference Proceeding, ASCE (Vol. 23). 2000.
  • 7International Conference of Building Officials: Uniform Building Code. Whittier, California, U. S. A. 1997.
  • 8Research Engineers (Europe) Limited. Staad Pro 2003. Three Dimensional Static and Dynamic Finite Element Analysis and Design of Structures. Draycott House, Almondsbury Business Center, Bristol, U.K.. 2003.

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