| 底层大空间剪力墙结构12层模型的试验研究 |
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| 引用本文： | 底层大空间剪力墙结构研究组.底层大空间剪力墙结构12层模型的试验研究[J].建筑结构学报,1984,5(2):1-8. |
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| 作者姓名： | 底层大空间剪力墙结构研究组 |
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| 摘 要： | 为研究底层大空间剪力墙结构的设计方法,进行了12层结构模型(1/6缩尺)的试验研究。本文介绍弹性阶段试验结果,其中包括;结构在竖向及水平荷载作用下的应力分布和变形特点、楼板变形的影响、结构的动力特性。并将理论分析与实测结果作了比较。
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| 收稿时间： | 1984-04-05 |
| 修稿时间： | 1984-04-05 |
Investigation of a Twelve-Story Shear Wall Structural Model with Large Space Ground Floor |
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| Research Group on Shear Wall Structures with Large Space Ground Floor.Investigation of a Twelve-Story Shear Wall Structural Model with Large Space Ground Floor[J].Journal of Building Structures,1984,5(2):1-8. |
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| Authors: | Research Group on Shear Wall Structures with Large Space Ground Floor |
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| Abstract: | A twelve-story structural model (1/6 scale) test has been investigated in studying the design method of shear wall structure with large space ground floor. The results presented here deal with the test in elastic stage.1. the pattern of stress distribution and deformation characteristics under vertical and lateral loading.2. the influence of floor slab deformation.3. the dynamic characteristics.Test results were found to agree satisfactorily with those by theoretical analysis. |
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