RCS组合结构节点受力机理及承载力分析

英文篇名：SHEAR MECHANISM AND STRENGTH ANALYSIS OF RCS COMPOSITE STRUCTURE JOINTS
中文刊名：工业建筑
英文刊名：Industrial Construction
作者：张晓雷 ; 白国良 ; 戴维忠 ; 焦江伟
英文作者：Zhang Xiaolei(Guangxi Hualan Design & Corsulting Group Nanning 530011)Bal Guoliang(College of Civil Engineering ; Xi'an University of Architecture &Technology Xi'an 710055)Dai Weizhong(Infrastructure Department ; Shaanxi Nornal University Xi'an 710062)Jiao Jiangwei(Northwest Electric Power Design Institute Xi'an 710032)
中文关键词：RCS组合结构 ; 节点 ; 受力机理 ; 抗剪承载力
英文关键词：RCS composite structure joints shear mechanism shear strength
出版日期：2008-06-20
机构：广西华蓝设计(集团)有限公司;西安建筑科技大学土木工程学院;陕西师范大学基建处;西北电力设计院;
年：2008
期：S1
出版单位：工业建筑

摘要

近年来钢梁-钢筋混凝土柱框架结构(RCS)在美日等国获得广泛研究和应用,为了解这种新型结构节点的受力机理,建立了节点受力模型,详细分析了RCS组合结构节点抵抗剪力的三种传力机构的受力机理与传力方式。指出节点承载力主要是由钢梁腹板及混凝土斜压杆所提供,根据节点受力模型建立承载力公式是可行的,最后根据国外的研究资料,分析比较了业已提出的RCS节点抗剪计算公式。
In recent years,a new type of composite structure consisting of steel beam and reinforced concrete column(RCS) has been researched and used greatly,to understand the shear mechanism of the joint,the joint model of RCS composite structure is established,the shear mechanism and force transferring system of the three mechanisms which resist the shear force are analyzed in detail.The strength of the joints is given by contributions from the steel web panel and concrete diagonal struts,the joint model is capable of predicting the shear force.At last some design equations of the RCS beam-column connection are introduced and compared according to the existing research data.

引文

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