期刊文献+

削弱深度对钢框架梁-柱刚性节点性能的影响

The Effect of Weakening Depth on Connection Prosperities of Beam-column Rigid joint
下载PDF
导出
摘要 1994年美国的Northridge(北岭)地震和1995年日本阪神地震后,许多新型梁柱节点被提出,其中狗骨式节点是研究最多的一种节点形式。本文通过非线性有限元方法,分析了八种削弱深度不同的狗骨式节点的承载性能和延性性能,得到了削弱深度的合理取值范围,对该类节点的推广应用具有指导意义。 After the Northridge earthquake in America in 1994 and Kobe earthquake in Japan in 1995, many new forms of beam-column connections were suggested, and dog-bone connection was researched best among them. In this paper, loading capability and ductility performance of dog-bone connection with eight different weakening depths were analyzed through nonlinear finite element method. Reasonable scale of weakening depth was reached and it has directive meaning for the spread application of this kind of connection.
出处 《西北水力发电》 2006年第5期44-46,共3页 Journal of Northwest Hydroelectric Power
关键词 狗骨式节点 有限元 削弱深度 dog-bone connection finite element method weakening depth
  • 相关文献

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