| 短肢剪力墙静力性能数值模拟试验研究 |
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| 引用本文： | 王建祥,苏枋,胡景龙,李青宁.短肢剪力墙静力性能数值模拟试验研究[J].水利与建筑工程学报,2006,4(2):26-29. |
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| 作者姓名： | 王建祥 苏枋 胡景龙 李青宁 |
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| 作者单位： | 1. 新疆农业大学,水利与土木工程学院,新疆,乌鲁木齐,830052
2. 西安建筑科技大学,土木工程学院,陕西,西安,710055 |
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| 摘 要： | 利用通用有限元分析软件ANSYS,在轴压力和逐步加载侧向力共同作用下对T形短肢剪力墙进行了模拟试验分析。分析了墙肢截面高厚比、混凝土强度等级、配筋率、轴压比对短肢剪力墙承载能力、变形能力的影响。试验结果表明:通过合理选择这些参数,可以使短肢剪力墙具有较高的承载能力和良好的延性。
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| 关 键 词： | 短肢剪力墙 仿真分析 承载能力 变形能力 |
| 文章编号： | 1672-1144(2006)02-0026-03 |
| 修稿时间： | 2005年11月29 |
Simulative Test on Static Property of Shot-leg Shear Wall |
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| WANG Jian-xiang,SU Fang,HU Jing-long,LI Qing-ning.Simulative Test on Static Property of Shot-leg Shear Wall[J].Journal of Water Resources Architectural Engineering,2006,4(2):26-29. |
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| Authors: | WANG Jian-xiang SU Fang HU Jing-long LI Qing-ning |
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| Abstract: | The simulative analysis for T-shaped shot-leg shear wall is done using the general FEA program ANSYS and by the action of the axial pressure and lateral pressure added gradually.Some factors which may influence its load capacity and deformation capacity are discussed such as the sectional depth-thick ratio,concrete strength grade,reinforcement ratio, and the axial pressure ration.The results show that the shot-leg shear wall can be made to have better performances in load capacity and ductility by choosing these parameters reasonably. |
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| Keywords: | short-leg shear wall simulative analysis load capacity deformation capacity |
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