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首页> 外文会议>International Conference on Civil Engineering,Architecture and Building Materials >Research of Mechanical Property on High-Rise Building Shear Wail -Influence of Border Concealed Column toward Shear Wall Stiffness
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Research of Mechanical Property on High-Rise Building Shear Wail -Influence of Border Concealed Column toward Shear Wall Stiffness

机译：边界隐藏柱对剪力墙刚度的高层建筑剪切衰退的力学性能研究

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摘要

This article is probed into on the issue that the influence of border concealed column toward shear wall stiffness. Charge example indicates finite element that this text set up calculate model is acceptable. It is used the finite element method basic theory to compile finite element analysis procedure with four points rectangles unit to solve this problem. It can calculate the shear wall with concealed column's displacement under the wind load to check the result it whether can be satisfied the design request. Using this procedure, this article carries on the finite element modeling analysis on a ten-floor building shear wall structure system. The procedure's result and the software of ANSYS's result tallies well, and it also be compared with the simplification computation's result.
机译：本文探讨了边境隐藏柱对剪切壁刚度的影响。收费示例表示本文设置计算模型的有限元是可接受的。它使用有限元方法基本理论来编译有限元分析程序，有四个点矩形单元来解决这个问题。它可以在风负荷下计算带有隐藏柱位移的剪力墙，以检查结果是否可以满足设计请求。使用此程序，本文对十楼建筑剪力墙结构系统进行有限元建模分析。程序的结果和ANSYS的结果软件良好，而且还与简化计算结果进行了比较。

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