| 多层组合结构中弯曲变形对砖墙承载能力的影响 |
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| 引用本文： | 孟钢,高小旺,周晓夫,肖伟,王巍,王菁,王金妹. 多层组合结构中弯曲变形对砖墙承载能力的影响[J]. 建筑科学, 2000, 16(2): 43-47 |
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| 作者姓名： | 孟钢 高小旺 周晓夫 肖伟 王巍 王菁 王金妹 |
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| 作者单位： | 1. 中国建筑科学研究院工程抗震研究所,北京,100013
2. 国家建筑工程质量监督检验中心 |
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| 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.
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| 关 键 词： | 结合结构 弯曲变形 空间有限元 抗剪承载力 |
| 文章编号： | 1002-8528(2000)02-0043-05 |
Influence of Bearing Capability of Masonry Walls in Multistory Composite Structures Considering Flexural Effect |
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| MENG Gang,GAO Xiao-wang,ZHOU Xiao-fu,XIAO Wei,WANG Wei,WANG Qing,WANG Jin-Mei. Influence of Bearing Capability of Masonry Walls in Multistory Composite Structures Considering Flexural Effect[J]. Building Science, 2000, 16(2): 43-47 |
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| Authors: | MENG Gang GAO Xiao-wang ZHOU Xiao-fu XIAO Wei WANG Wei WANG Qing WANG Jin-Mei |
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| 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. [ |
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| Keywords: | masonry RC composite structure bending deformation FEM shear bearing capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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