钢结构梁柱栓焊混合连接节点的设计方法  

RESEARCH ON DESIGN METHOD FOR BOLTED -WELDED COMBINED JOINT OF STEEL BEAM-COLUMN

作　　者：刘坤 王士奇 王玉华 

机构地区：[1]山东省冶金设计院有限责任公司,济南250014

出　　处：《钢结构》2008年第7期20-22,41,共4页Steel Construction

摘　　要：简要介绍梁柱栓焊混合连接节点的三种设计方法,并根据节点弹性阶段不滑移和弹塑性阶段不破坏的设计准则,结合三种设计方法的特点,提出考虑连接是否抗震、节点类型以及钢梁应力比等选择合适设计方法的建议,可供设计人员参考。Three kinds of design methods for bolted-welded combined joints of steel beam-column are briefly introduced. According to design criteria that the joints don＇t slip in the elasticstage and don＇t destroy in the elasticplastic stage, and combining their characteristics, some advice, choosing appropriate design methods based on earthquake-resistant behavior and joint type and stress ratio of the steel beam, are put forward, which can be a reference for designers.

关 键 词：简化设计 等强设计 梁柱连接 刚性节点 高强螺栓 

分 类 号：TU391[建筑科学—结构工程]