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Analysis on the Force-Transferring Mechanism of the Earthquake-Resistant Reinforced Concrete Frame Joints
引用本文:Fu Jianpin,You Yuan,Bai Shaoliang. Analysis on the Force-Transferring Mechanism of the Earthquake-Resistant Reinforced Concrete Frame Joints[J]. 保鲜与加工, 1996, 0(2): 43-52
作者姓名:Fu Jianpin  You Yuan  Bai Shaoliang
作者单位:Chongqing Jianzhu University
摘    要:On the basis of a summary of achievements from a large quantity of experimental studies both at home and abroad, in combination with the authors'experience in the experimental works on the reinforced concrete frame joints, their force-transferring characteristics are fully studied. The important fact that there is also a confined mechanism besides the inclined compressive strut and the truss mechanisms,is clearly pointed out. The influences of the three mechanisms upon the mechanical behaviors of the joint core concrete, the transverse and the vertical reinforcements,as well as upon the failure characteristics of the joint are also explored. Mechanical behaviors of the inclined concrete compressive strut and the factors causing its failure are specially discussed. These analyses provide theoretical bases for establishing more rational earthquake-resistant design criterion for reinforced concrete frame joints.

关 键 词:s:reinforced concrete   earthquake-resistant structure   frame   beam-column joint  force-transferring mechanism  

Analysis on the Force-Transferring Mechanism of the Earthquake-Resistant Reinforced Concrete Frame Joints
Fu Jianpin,You Yuan,Bai Shaoliang. Analysis on the Force-Transferring Mechanism of the Earthquake-Resistant Reinforced Concrete Frame Joints[J]. Storage & Process, 1996, 0(2): 43-52
Authors:Fu Jianpin  You Yuan  Bai Shaoliang
Affiliation:Chongqing Jianzhu University
Abstract:On the basis of a summary of achievements from a large quantity of experimental studies both at home and abroad, in combination with the authors'experience in the experimental works on the reinforced concrete frame joints, their force-transferring characteristics are fully studied. The important fact that there is also a confined mechanism besides the inclined compressive strut and the truss mechanisms,is clearly pointed out. The influences of the three mechanisms upon the mechanical behaviors of the joint core concrete, the transverse and the vertical reinforcements,as well as upon the failure characteristics of the joint are also explored. Mechanical behaviors of the inclined concrete compressive strut and the factors causing its failure are specially discussed. These analyses provide theoretical bases for establishing more rational earthquake-resistant design criterion for reinforced concrete frame joints.
Keywords:s:reinforced concrete   earthquake-resistant structure   frame   beam-column joint  force-transferring mechanism  
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