摘要
指出加强型节点和削弱型节点是目前实现延性钢框架的主要措施,重点介绍了两种削弱型节点:狗骨式节点和腹板开圆孔型节点,分别描述了两种节点的结构形式、受力特点、削弱参数及抗震性能,以期指导实践。
In this paper,it pointed out that enhanced connection and reduced connection are the main measures to achieve ductile steel moment-resisting frame at present.Two kinds of reduced connection,dog-bone connection and connection with opening on beam web are analyzed.Structural forms,mechanical characteristics,reduced parameters and seismic performance of them are described,so as to guide practices.
出处
《山西建筑》
2011年第3期35-36,共2页
Shanxi Architecture
关键词
梁柱节点
狗骨式节点
腹板开圆孔型节点
beam-to-column connection
dog-bone connection
connection with opening on beam web
