| 高层短肢剪力墙结构承载力仿真分析 |
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| 引用本文： | 王建祥,李晓庆,郑文英.高层短肢剪力墙结构承载力仿真分析[J].苏州大学学报(工科版),2011,31(4). |
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| 作者姓名： | 王建祥 李晓庆 郑文英 |
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| 作者单位： | 新疆农业大学水利与土木工程学院,新疆乌鲁木齐,830052 |
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| 基金项目： | 新疆水利水电工程重点学科基金资助项目(编号XJZDXK-2002-10-05) |
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| 摘 要： | 短肢墙结构是一种新型结构体系,最近几年来在我国逐渐兴起,因为具有诸多的优点而得到大家认可和广泛应用。应用ANSYS软件对高层T形短肢墙结构的承载力进行了仿真试验,分析了楼层的层数、连梁跨高比、墙肢截面高厚比和轴压比四个参数对短肢墙承载力的影响,并对仿真试验结果进行了分析和比较,为实际建筑工程中设计T形短肢墙结构提供了理论依据和参考。
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| 关 键 词： | 短肢剪力墙 承载能力 影响因素 仿真分析 |
Simulative Analysis of Load Capacity on High-Level Short-Leg Shear Wall |
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| Wang Jianxiang,Li Xiaoqing,Zheng Wenying.Simulative Analysis of Load Capacity on High-Level Short-Leg Shear Wall[J].Journal of Suzhou University(Engineering Science Edition),2011,31(4). |
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| Authors: | Wang Jianxiang Li Xiaoqing Zheng Wenying |
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| Affiliation: | Wang Jianxiang,Li Xiaoqing,Zheng Wenying(College of Hydraulic and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China) |
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| Abstract: | Short-leg shear wall structure is a new type of lateral structure in China in recent years.It has been approved and widely used because of has many advantages.Simulative tests are carried on load capacity of high-level T-shaped shot-leg shear wall by ANSYS.Influence of some parameters such as the floor layers,span-depth ratio of couple beam,sectional depth-thickness ratio and ratio of axial compressive force to load capacity are analyzed.The results of simulative tests are analyzed and compared.Theoretical ... |
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| Keywords: | shot-leg shear wall load capacity influence factor simulative analysis |
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