| 型钢混凝土剪力墙试验探讨与分析 |
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| 引用本文： | 蔡云帆,刘祖华.型钢混凝土剪力墙试验探讨与分析[J].低温建筑技术,2012,34(3):59-62. |
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| 作者姓名： | 蔡云帆 刘祖华 |
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| 作者单位： | 同济大学结构工程与防灾研究所,上海,200092 |
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| 摘 要： | 对型钢混凝土剪力墙的形成与发展做了概括,总结了型钢混凝土剪力墙试验研究的进展与成果,在此基础上,通过对联肢剪力墙试验研究、开洞低剪力墙试验、整体剪力墙试验数据的比较,分析了剪力墙类型对延性系数的影响和轴压比对结构延性的影响。
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| 关 键 词： | 型钢混凝土剪力墙 延性系数 轴压比 |
DISCUSSION AND ANALYSIS ON SRC SHEAR WASLLS EXPERIMENTS |
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| CAI Yun-fan
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LIU Zu-hua.DISCUSSION AND ANALYSIS ON SRC SHEAR WASLLS EXPERIMENTS[J].Low Temperature Architecture Technology,2012,34(3):59-62. |
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| Authors: | CAI Yun-fan LIU Zu-hua |
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| Affiliation: | (Research Institute of Structural Engi. and Disaster Reduction, Tongji Univ. , Shanghai 200092, China) |
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| Abstract: | This research work summarized the formation and development of SRC shear wall, referred to the development and achievement of experiments on SRC shear walls. Based on the data comparison among SRC couple shear wall experiment, SRC low shear wall with openings experiments and whole shear wall experiments, this paper work analyzed the affect of shear wall type and axial compression ratio to the ductility of structure. |
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| Keywords: | SRC shear wall ductility index axial compression ratio |
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