端板连接半刚性节点对多层框架设计的影响分析  

Analysis of Influence of End Plate Connecting Semi-rigid Joints on Design of Multi-layer Frame

作　　者：龚丽敏 Gong Li-min

机构地区：[1]西山煤电集团设计院(有限公司),太原030053

出　　处：《建筑技术开发》2018年第7期23-24,共2页Building Technology Development

摘　　要：在对钢结构进行设计的过程中,传统的设计方法是将端板连接按照刚性节点进行设计,且这种设计方法也多被应用在单层门式刚架结构的设计之中,在对于多层钢框架结构进行设计的过程中,如果再将端板连接视为刚性节点,往往不能有效地满足要求,尤其是对于多层钢框架结构的抗震性能会造成重要的影响。将端板连接视为半刚性节点来进行设计,更加有利于多层钢框架结构的设计,因此主要就探讨了端板连接半刚性节点对多层框架设计的影响,以期能够为多层框架结构的设计提供相应的参考。In the steel structure design process, the traditional design method is the end plate connection is designed in accordance with the rigid Joints, and the design methods have also been applied in the design of single portal frame structure, the multi-layer steel framework structure design process, if the end plate connection as a rigid node, and often can not effectively meet the requirements, especially for the seismic performance of steel frame structures will cause important influence. The end plate connection is regarded as semi rigid connections to the design, more conducive to the design of multi-storey steel frame structure, in the study of this paper mainly explores the influence on multilayer flame design of the semi-rigid end plate connection, in order to provide some reference for the design of multilayer frame structure.

关 键 词：端板连接 半刚性节点 多层框架 

分 类 号：TU391[建筑科学—结构工程]