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钢筋混凝土框架节点受力机制及加固方法评述
引用本文:王志明,胡克旭. 钢筋混凝土框架节点受力机制及加固方法评述[J]. 工业建筑, 2011, 0(Z1): 132-136,144
作者姓名:王志明  胡克旭
作者单位:同济大学结构工程与防灾研究所;
摘    要:混凝土框架结构中节点承继梁柱内力,受力复杂,如需对节点进行加固,则必须先充分认识节点的受力机制,然后根据实际情况采用适宜的加固方法。对钢筋混凝土框架节点受力机制及常用的加固方法进行了叙述。

关 键 词:钢筋混凝土框架节点  受力机制  加固方法

THE REVIEW OF SHEAR TRANSFER MECHANISMUS IN RC BEAM-COLUMN JOINTS AND METHODS OF STRENGTHENING
Wang Zhiming Hu Kexu. THE REVIEW OF SHEAR TRANSFER MECHANISMUS IN RC BEAM-COLUMN JOINTS AND METHODS OF STRENGTHENING[J]. Industrial Construction, 2011, 0(Z1): 132-136,144
Authors:Wang Zhiming Hu Kexu
Affiliation:Wang Zhiming Hu Kexu(Research Institute of Structural Engineering & Disaster Reduction,Tongji University,Shanghai 200092,China)
Abstract:The joint in reinforced concrete frame transfers the internal force between beams and columns,whose force is considerably complex.When the retrofit of joint is necessary,the principle of its force should be understood,and then the appropriate strengthening methods can be selected.This paper,talks about the principle of force of reinforced concrete frame joint and reviews strengthening methods.
Keywords:reinforced concrete frame joint  forced mechanism  strengthening methods  
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