| 底框架剪力墙-砌体结构受力性能分析 |
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| 引用本文： | 胡显燕,邓娟,王玉岚,邓洋.底框架剪力墙-砌体结构受力性能分析[J].湖北第二师范学院学报,2012(8):94-95. |
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| 作者姓名： | 胡显燕 邓娟 王玉岚 邓洋 |
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| 作者单位： | 湖北第二师范学院建筑与材料工程系;中冶南方工程技术有限公司 |
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| 基金项目： | 校级重点学科建设项目;优秀科研教师团队建设项目(2012K303) |
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| 摘 要： | 本文通过对底部框架剪力墙-砌体结构采用ANSYS有限元软件进行建模,简化砌体结构的模型参数,然后进行模态分析,并在重力荷载和水平荷载作用下,采用时程分析法,对结构进行受力和变形分析,满足规范要求。
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| 关 键 词： | 底框架剪力墙砌体结构 ANSYS 模态分析 变形 |
Analysis of the Frame Structure and Masonry Composite Structure |
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| HU Xian-yan,DENG juan,WANG Yu-lan,DENG Yang.Analysis of the Frame Structure and Masonry Composite Structure[J].Journal of Hubei University of Education,2012(8):94-95. |
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| Authors: | HU Xian-yan DENG juan WANG Yu-lan DENG Yang |
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| Institution: | 1(1.Department of Architecture and Material Engineering,Hubei University of Education,Wuhan 430205,China; 2.WISDRI Engineering & Research Incorporation Limited Company,Wuhan 430223,China) |
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| Abstract: | The model of frame and masonry composite structure is built to analyse through simplifying the parameter of the masonry in this paper.The stress and the deformation of the structure is analyzed through time history analysis method when the gravity and the horizontal load are considered.The result is conformed to the standard. |
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| Keywords: | frame and masonry composite structure ANSYS modal analysis deformation |
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