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多层组合结构中弯曲变形对砖墙承载能力的影响
Influence of Bearing Capability of Masonry Walls in Multistory Composite Structures Considering Flexural Effect
【摘要】 本文采用空间有限元的分析方法 ,对砖墙与钢筋砼墙组合结构在水平和竖向荷载作用下的弯曲影响进行探讨 ,主要包括房屋高宽比、横向钢筋砼墙设置位置、纵向钢筋砼墙对横向榀弯曲的影响等 ,并与多层砖房弯曲影响进行比较。
【Abstract】 This paper analyzes the flexural effect of masonry RC composite structure under the horizontal and vertical loads by FEM, including height width ratio of buildings, location of horizontal RC wall, influence of concrete walls with vertical reinforcement on flexural characteristics of horizontal framing and comparison of flexural effect between composite structure and multistorey masonry structure. [
【关键词】 组合结构;
弯曲变形;
空间有限元;
抗剪承载力;
【Key words】 masonry RC composite structure; bending deformation; FEM; shear bearing capacity;
【Key words】 masonry RC composite structure; bending deformation; FEM; shear bearing capacity;
- 【文献出处】 建筑科学 ,BUILDING SCIENCE , 编辑部邮箱 ,2000年02期
- 【分类号】TU399
- 【被引频次】10
- 【下载频次】112