| 双层钢板组合剪力墙在异型结构中的应用及研究 |
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| 引用本文： | 祝文君,马军,黄会平,杜瑞年,李文.双层钢板组合剪力墙在异型结构中的应用及研究[J].特种结构,2010,27(2):14-16. |
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| 作者姓名： | 祝文君 马军 黄会平 杜瑞年 李文 |
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| 作者单位： | 1. 东南大学,土木工程学院,南京,210096
2. 宁波市建筑设计研究院,315012 |
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| 摘 要： | 提出了一种新型结构体系即内填混凝土组合钢板剪力墙,并分析了混凝土强度等级、内填混凝土板厚度、栓钉间距以及组合剪力墙高跨比对组合剪力墙的抗侧性能的影响,得出相关结论,并成功应用于实际大型异型结构工程中。
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| 关 键 词： | 组合钢板剪力墙 抗侧性能 异型结构 |
Research and Application of Bi-steel-plate Composite Shear Wall in Special Structure |
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| Affiliation: | ( 1. School of Civil Engineering, Southeast University, Nanjing 210096, China; 2. Ningbo Architectural Design ＆ Research Institute, 315012, China) |
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| Abstract: | A new kind of corrtposite shear wall, with concrete-plate filled into the bi-steel-plate, was proposed. The influences of concrete-plate thickness, concrete strength, the distance of the stubs and the high-length rate on the ultimate capacity were discussed in detail. The results of the research have been applied in the special structure suecessfully. |
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| Keywords: | Bi-steel-plate composite shear wall Lateral behavior Special structure |
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