摘要
介绍某高层办公楼竖向设斜柱的结构采用SATWE和ETABS两种软件计算分析情况,重点是斜柱部分的内力分析和重要部位的中震下弹性分析,并介绍了相关节点的设计和构造加强措施。
Two results from SATWE and ETABS software of structural analysis of inclined columns of a high -rise office building are presented in this paper. The introduction is focused on the internal forces of the inclined columns, and the elastic analysis under mediate - earthquake of some main parts. Finally, the design and strengthening measures of the relevant joints are presented.
出处
《结构工程师》
2006年第1期28-33,共6页
Structural Engineers
关键词
斜柱
计算结果分析
中震弹性分析
构造加强
inclined column, analysis result, elastic analysis under mediate- earthquake, structural strengthening
