外挂预制钢筋混凝土墙板框架结构计算分析  

Analysis of Frame Structure with Precast Reinforced Concrete Wall Panel

作　　者：窦祖融 孙仁范[2] 

机构地区：[1]万科企业股份有限公司,广东深圳518083 [2]中国建筑科学研究院,北京100013

出　　处：《工程抗震与加固改造》2010年第4期65-69,共5页Earthquake Resistant Engineering and Retrofitting

摘　　要：首先介绍了一种新型围护结构体系,以及节点连接形式和构造做法,然后提出了剪切摩擦型连接方式的计算模型,并根据试验结果提出了能够较真实模拟剪切滑动的本构关系。通过本文所建议的分析模型与目前常用分析方法进行计算对比,发现了周期折减方法、刚性连接模型的适用范围和缺陷。A type of outer wall and its connecting device to building structures are presented in this paper.An analysis model for shear friction is established,and a shear-slip constitutive relationship based upon relative test results is put forward.Through an comparative example which is analyzed with the recommended model and the common calculating method respectively,the scope of application and defects of these common methods,such as period reduction or mechanic model with rigid joint,are shown,as given in the conclusion part.

关 键 词：钢筋混凝土 预制墙板 连接节点 剪切摩擦 剪切滑移刚度 

分 类 号：TU375.4[建筑科学—结构工程]