| 联肢剪力墙在水平荷载作用下的简化计算 |
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| 引用本文： | 童岳生,童申家.联肢剪力墙在水平荷载作用下的简化计算[J].西安建筑科技大学学报(自然科学版),1989(4). |
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| 作者姓名： | 童岳生 童申家 |
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| 作者单位： | 西安冶金建筑学院建筑工程系
(童岳生)，西安冶金建筑学院基础课部(童申家) |
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| 摘 要： | 本文将水平荷载所产主的层间剪力在各墙肢间按层间侧移刚度进行分配,每个墙肢按所分配到的作用力分别单独计算。自顶层开始,采取逐层往下递推计算的方法。该方法可用于各层层间刚度相同或不同的联肢剪力墙的计算。
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| 关 键 词： | 联肢剪力墙 墙肢 连系梁 水平荷载 刚域 直接计算法 逐次逼近法 |
A Simplified Method for Calculating the Cougled Shear Wall Structure Under the Action of Horizontal Forces |
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| Tong Yuesheng,Tong Shenjia.A Simplified Method for Calculating the Cougled Shear Wall Structure Under the Action of Horizontal Forces[J].Journal of Xi'an University of Architecture & Technology,1989(4). |
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| Authors: | Tong Yuesheng Tong Shenjia |
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| Affiliation: | Tong Yuesheng;Tong Shenjia Department of Construction Engineering Department of Basic Courses |
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| Abstract: | A simplified method for calculating the coupled shear wall structure withuniform or variable story stiffness under the action of horizontal forces hasbeen presented in this paper. The story shear produced by horizontal forces isdistributed between the individual wall legs in accordance with their storyshear stiffness. Each wall leg acted by the distributed forces is analyzedindependently. Beginning from the top story, calculation is conducted downwardstory by story.The pocket computer may be used to calculate the wall leg withsimple programme. Manual computation may be also used to accomplish suchanalysis. The method in the paper is relatively simple and the results are ofsatisfatory accuracy. |
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| Keywords: | coupled shear wall wall leg coupling beam horizontal forces rigid zone direct computing method progressively approaching method |
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