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高层短肢剪力墙结构变形能力分析优化

Analysis and Optimization of Deformation Capacity on High-Level Short-Leg Shear Wall

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【作者】 王建祥唐新军李双喜

【Author】 Wang Jianxiang,Tang Xinjun,Li Shuangxi(College of Hydraulic and Civil Engineering,Xinjiang Agricultural University,Urumqi 830052,China)

【机构】 新疆农业大学水利与土木工程学院

【摘要】 短肢剪力墙结构以剪力墙为基础,并吸取框架的优点,已广泛应用于工程实践中.应用ANSYS软件对高层T形短肢剪力墙结构的变形能力进行了仿真试验,分析了楼层层数、连梁跨高比、墙肢截面高厚比和轴压比等因素对变形能力的影响,并对结果进行了分析优化,为工程中的T形短肢剪力墙结构设计提供理论和试验依据.

【Abstract】 Short-leg shear wall structure bases on shear wall and drew on the advantages of the framework.It has been widely used in engineering practice.Simulative tests were carried on deformation 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 deformation capacity have been analyzed.The results of simulative tests are analyzed and optimized,and it provides theoretical and experimental basis for engineering structural design of T-shaped shot-leg shear wall.

【基金】 新疆水利水电工程重点学科基金资助项目(XJZDXK-2002-10-05)
  • 【分类号】TU398.2
  • 【被引频次】3
  • 【下载频次】61
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