| T型短肢剪力墙平截面假定的分析 |
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| 引用本文： | 董淑卿.T型短肢剪力墙平截面假定的分析[J].唐山学院学报,2008,21(2):52-54. |
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| 作者姓名： | 董淑卿 |
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| 作者单位： | 西安建筑科技大学,土木工程学院,西安,710055 |
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| 摘 要： | 取不同肢厚比设计了4个不同的构件,以一定的轴压比,应用有限元程序ANSYS分析了T型截面柱在水平单调荷载作用下的平截面假定的适用性,提出进一步改善的措施。
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| 关 键 词： | 有限元分析 平截面假定 短肢剪力墙 |
| 文章编号： | 1672-349X(2008)02-0052-03 |
| 修稿时间： | 2007年11月8日 |
Analysis on Assumption of Plane Section of the T-shaped Short-piered Shear Wall |
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| DONG Shu-qing.Analysis on Assumption of Plane Section of the T-shaped Short-piered Shear Wall[J].Journal of Tangshan College,2008,21(2):52-54. |
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| Authors: | DONG Shu-qing |
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| Institution: | DONG Shu-qing (College of Civil Engineering, Xi＇ an University of Architecture and Technology, Xi＇ an 710055, China) |
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| Abstract: | This paper designs the four members based on different ratios of legs. According to the certain axial load ratios and with the finite element program ANSYS, T-shaped column＇s application of plane assumption section under horizontal monotonic loads is analysed and further improving measures are put forward. |
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| Keywords: | finite element analysis Assumption of Plane Section short-piered shear wall |
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