| 剪力墙结构计算模型分析 |
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| 引用本文： | 陈亦,何勇毅,蒋欢军. 剪力墙结构计算模型分析[J]. 四川建筑科学研究, 2001, 27(1): 1-4 |
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| 作者姓名： | 陈亦 何勇毅 蒋欢军 |
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| 作者单位： | 1. 同济大学土木工程学院建工系,
2. 浙江省诸暨市建筑设计院, |
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| 摘 要： | 比较全面地分析了目前国内外学者所采用的剪力墙结构计算模型，并重点介绍了多垂直杆元模型，用虎功原理推导了其单元刚度矩阵，应用这一模型计算了一片剪力墙的荷载一位移骨架曲线，并与试验曲线对比，表明了该模型具有较小的计算量和较好的计算精度。
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| 关 键 词： | 计算模型 非线性分析 剪力墙 载荷 刚度矩阵 |
| 文章编号： | 1008－1933（2001）01－0001－04 |
| 修稿时间： | 2000-02-21 |
Analysis of calculation models for shear wall structures |
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| CHEN Yi,HE Yong-yi,JIANG Huan-jun. Analysis of calculation models for shear wall structures[J]. Building Science Research of Sichuan, 2001, 27(1): 1-4 |
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| Authors: | CHEN Yi HE Yong-yi JIANG Huan-jun |
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| Abstract: | The calculation models of shear wall structures adopted at home and abroad are analyzed comprehensively in this paper,and the introduction focuses on multi component in parallel model.Then the stiffness matrix of multi component in parallel model is derived by means of the virtual energy principle.The force displacement skeleton curve of a shear wall model is calculated by this model.The comparison between the test curve and the calculation one shows that this model has the advantages of simple calculation and relatively good accuracy. |
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| Keywords: | shear wall calculation model nonlinear analysis |
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