摘要
根据工程的具体情况,经过对比试算,确定本工程的结构体系为钢梁(刚架)与两端裙楼滑动连接的低位弱连接方式;考虑相关规范的规定,确定了相应的计算原则;对结构整体建模进行分析设计,同时考虑罕遇地震作用,对梁端节点及支撑牛腿进行设计和验算。本设计各项参数均符合相关规范要求。
The slip connection is chosen between steel beam and annex according to the conditions of the project and the result of calculation. The design principle is given considering the regulations in correlative codes. The analysis of whole modeling is used in this paper. Based on the action of rare earthquake, checking computations are conducted in the end node of steel beam and supporting corbel. Each parameter accords with the requirement of the relevant codes.
出处
《钢结构》
2009年第6期10-14,共5页
Steel Construction
关键词
低位弱连接
整体分析
罕遇地震
支座滑移
钢结构设计
low ＆ feeble connection
whole analysis
rare earthquake
bracing slippage
steel structural design
