| 转换层上、下刚度比对框支剪力墙结构抗震性能的影响 |
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| 引用本文： | 黄勤勇,吕西林. 转换层上、下刚度比对框支剪力墙结构抗震性能的影响[J]. 结构工程师, 2003, 0(1): 17-23 |
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| 作者姓名： | 黄勤勇 吕西林 |
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| 作者单位： | 同济大学,上海,200092;同济大学,上海,200092 |
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| 摘 要： | 本文通过一幢高100.5m的高层建筑在不同落地剪力墙墙厚时的空间分析结果，详细阐述了转换层上，下刚度比对框支剪力墙结构抗震性能的影响，得出了一些有意义的结论，供设计时参考。
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| 关 键 词： | 转换层 框支剪力墙 刚度比 |
The Effect of Ratio of Stiffness on Seismic Behavior of Shear Wall Structure with Supporting Frames |
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| HUANG Qinyong LU Xilin. The Effect of Ratio of Stiffness on Seismic Behavior of Shear Wall Structure with Supporting Frames[J]. Structural Engineers, 2003, 0(1): 17-23 |
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| Authors: | HUANG Qinyong LU Xilin |
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| Abstract: | This paper investigates the effect of ratio of stiffness on seismic behavior of shear wall structure with supporting frames when the thickness of the shear wall linked with the ground varies. Some useful conclusions are obtained for references in the design of tall buildings with transfer story. |
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| Keywords: | transfer story shear wall structure with supporting frames ratio of stiffness |
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