| 单肢及双肢剪力墙结构 |
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| 引用本文： | 王寿康,张毛心,杨立. 单肢及双肢剪力墙结构[J]. 建筑结构学报, 1997, 18(4): 37-43 |
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| 作者姓名： | 王寿康 张毛心 杨立 |
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| 作者单位： | 湖南大学!长沙,410012,湖南大学!长沙,410012,长沙有色冶金设计院 |
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| 摘 要： | 本文对于等厚度及变厚度的单肢与双肢剪力培结构提供了静力及动力的实用分析方法。设计此类结构时，可从等厚度的情况入手，适当地减小其厚度，使其基本上保持原有的刚度、整体稳定及基本周期，而又获得经济效益。文中有算例。
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| 关 键 词： | 变厚度墙 单.双肢剪力墙 基本周期 整体稳定 |
| 收稿时间： | 1997-08-05 |
| 修稿时间： | 1997-08-05 |
Single and Coupled Shear Wall Structures |
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| Wang Shoukang,Zhang Maoxin, Yang Li. Single and Coupled Shear Wall Structures[J]. Journal of Building Structures, 1997, 18(4): 37-43 |
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| Authors: | Wang Shoukang Zhang Maoxin Yang Li |
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| Affiliation: | Wang Shoukang; Zhang Maoxin; (Hunan University) Yang Li (Changsha Design Institute of Non-ferrous Metals) |
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| Abstract: | A simple method of analysis is presented for calculating the deflection curve, elastic critical load and fundamental period of single and coupled shear wall structures with either uniform or variable thickness. It has been found that through analysis, the static and dynamic behavior of these structures will almost not be affected by appropriately reducing their thickness. This results appears to be useful in practical designs for economic purpose. Numerical examples are given at the end of the paper |
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| Keywords: | single and coupled shear wall variable thickness wall overall stability fundamental period |
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