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钢框架半刚性连接研究综述
引用本文:叶康,李国强,张彬. 钢框架半刚性连接研究综述[J]. 结构工程师, 2005, 21(4): 66-69,74
作者姓名:叶康  李国强  张彬
作者单位:同济大学,上海,200092;同济大学,上海,200092;同济大学,上海,200092
摘    要:概述了近年来国内外研究钢结构梁柱半刚性连接的各种方法,并对半刚性连接的特性(弯矩-转角关系)进行了分析。主要侧重于半刚性连接的特性及其计算模型,并分析了各种模型的优缺点。

关 键 词:半刚性  节点  弯矩-转角关系  计算模型  钢结构

Summarizing in Research for Semi-rigid Connectionins for Steel Frame Structures
YE Kang,LI Guoqiang,ZHANG Bing. Summarizing in Research for Semi-rigid Connectionins for Steel Frame Structures[J]. Structural Engineers, 2005, 21(4): 66-69,74
Authors:YE Kang  LI Guoqiang  ZHANG Bing
Affiliation:Tongji University, Shanghai 200092
Abstract:Research for the mini-rigid connections in steel structures at home and abroad in recent years is reviewed in this paper. Some characteristics about semi-rigid connections are analyzed. Models of connection are mainly introduced. Meanwhile, the advantages and disadvantages of various models are also analyzed.
Keywords:semi-rigid   connection   moment-rotation relationship   model   structure steel
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