| 砌体墙—钢筋混凝土墙组合结构中两种砌体墙单元模型的比较 |
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| 引用本文： | 孙义刚,周觐.砌体墙—钢筋混凝土墙组合结构中两种砌体墙单元模型的比较[J].四川建筑科学研究,2009,35(4). |
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| 作者姓名： | 孙义刚 周觐 |
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| 作者单位： | 1. 邵阳学院城市建设系,湖南,邵阳,422000
2. 湖南省第四工程有限公司,湖南,长沙,411000 |
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| 基金项目： | 湖南省教育厅教育基金资助项目 |
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| 摘 要： | 根据砌体墙-钢筋混凝土墙组合结构的受力特点,提出砌体墙层间等效剪切模型,并与二元体模型作了对比分析.
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| 关 键 词： | 砌体墙-钢筋混凝土墙组合结构 砌体墙 层间等效剪切模型 比较 |
Comparison of two models of masonry wall elements in masonry-RC wall composite structures |
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| SUN Yigang,ZHOU Jin.Comparison of two models of masonry wall elements in masonry-RC wall composite structures[J].Building Science Research of Sichuan,2009,35(4). |
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| Authors: | SUN Yigang ZHOU Jin |
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| Affiliation: | SUN Yigang1,ZHOU Jin21.Department of City Construction,Shaoyang University,Shaoyang 422000,China,2.The Fourth Engineering Co.,Ltd.in Hunan Province,Changsha 411000,China) |
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| Abstract: | Based on the deformation and bearing characteristic of masonry-RC wall composite structures,the storey shearing equivalent model of the masonry wall is introduced by comparing with two-element model. |
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| Keywords: | masonry-RC wall composite structures masonry walls the storey shearing equivalent model comparison |
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