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上部荷载作用下双跨单向板板端砌体局压应力分布研究
引用本文:吕慧慧,孙伟民,周彬彬.上部荷载作用下双跨单向板板端砌体局压应力分布研究[J].特种结构,2012,29(2):36-38.
作者姓名:吕慧慧  孙伟民  周彬彬
作者单位:1. 宿迁学院建筑工程系 223800
2. 南京工业大学土木工程学院 210009
3. 同济大学土木工程学院 上海200092
基金项目:本课题是国家标准《砌体结构设计规范》GB50003-2001修订编制项日中子项之一
摘    要:以板端砌体为研究对象,进行有限元非线性分析。研究了墙体在上部荷载作用下,不同跨度、楼板与砌体连接处不同节点构造等因素对双跨单向板板端砌体局压应力分布的影响。

关 键 词:双跨单向板  局部受压  应力分布  非线性有限元分析

Study about Distribution of Local Compressive Stress on Masonry Beneath Slab-end of Double-span and One-way Slabs with Loads Acted by Super-structures
Lv Huihui Sun Weimin Zhou Binbin.Study about Distribution of Local Compressive Stress on Masonry Beneath Slab-end of Double-span and One-way Slabs with Loads Acted by Super-structures[J].Special Structures,2012,29(2):36-38.
Authors:Lv Huihui Sun Weimin Zhou Binbin
Affiliation:Lv Huihui Sun Weimin Zhou Binbin (1.Civil Engineering Department,Suqian College,223800,China; 2.College of Civil Engineering,Nanjing University of Technology,210009,China; 3.College of Civil Engineering,Tongji University,Shanghai 200092,China)
Abstract:The research about masonry beneath slab-end was carried through nonlinear finite element analysis. This paper studied the local compressive stress distribution of masonry beneath slab-end under the action of the loads of super-structures at the impact of the factors such as:different slab spans,different joints of floor and wall.
Keywords:Double span and one-way slab Local compression Stress distribution Nonlinear finite element analysis
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