美国CLARIANT化工厂钢结构斜支撑与梁(柱)螺栓连接非抗震节点设计  

Non-seismic joint design of oblique support and beam-column bolt connection for CLARIANT chemical plant in US

作　　者：麻志刚[1] 

机构地区：[1]中国儿童中心

出　　处：《建筑结构》2018年第4期56-60,共5页Building Structure

摘　　要：通过美国CLARIANT化工厂钢结构设计实例,详细介绍了美国钢结构设计规范AISC关于斜支撑与梁（柱）螺栓连接非抗震节点设计的计算过程,从设计计算过程可知,美国钢结构设计规范AISC在此类型节点设计上与中国钢结构设计规范（GB 50017—2003）存在很大差异。可供工程师在采用美国钢结构设计规范AISC进行节点设计时参考使用。Based on the steel structural design example of CLARIANT chemical plant in Texas,US,calculation process of non-seismic joint design of oblique support and beam-column bolt connection in American specification for structural steel buildings AISC was introduced in detail. It could be learned from design and calculation process that there is difference for design of this kind of joint between AISC and Chinese steel structural design code GB 50017—2003. It can provide reference for engineers to adopt AISC in joint design.

关 键 词：斜支撑 螺栓连接 非抗震节点 设计规范 

分 类 号：TU391[建筑科学—结构工程]