| 钢板剪力墙的分类及性能 |
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| 引用本文： | 郭彦林,周明.钢板剪力墙的分类及性能[J].长安大学学报(建筑与环境科学版),2009(3):1-13. |
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| 作者姓名： | 郭彦林 周明 |
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| 作者单位： | 清华大学土木工程系,北京100084 |
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| 基金项目： | 国家自然科学基金项目（50778101）;北京市自然科学基金项目（8092018） |
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| 摘 要： | 对钢板剪力墙结构进行分类讨论，分析了墙板本身的力学性能、使用性能以及与框架的相互作用；探讨了内嵌钢板与框架栓接或焊接的典型连接方式，并从制作安装、使用性能和对墙板性能的影响3个方面比较了栓接与焊接的优劣；分析了各类钢板剪力墙的特点和适用范围，为设计人员在工程应用中选择恰当的钢板剪力墙类型提供了参考。
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| 关 键 词： | 钢板剪力墙 抗侧力体系 屈曲后性能 拉力场 防屈曲 连接方式 综述 |
Categorization and Performance of Steel Plate Shear Wall |
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| GUO Yan lin,ZHOU Ming.Categorization and Performance of Steel Plate Shear Wall[J].Journal of Northwestern Institute of Architectural Engineering,2009(3):1-13. |
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| Authors: | GUO Yan lin ZHOU Ming |
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| Affiliation: | (Department of Civil Engineering, Tsinghua University, Beijing 100084, China) |
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| Abstract: | The structure of steel plate shear wall （SPSW） was discussed according to the categorization. The mechanical behavior, the serviceability, and the interaction between infill steel plate and surrounding steel frame were analyzed. Connecting mode of the infill steel plate and the frame by bolting or welding was discussed. The comparisons between the bolted walls and welded walls were made in three aspects, including the manufacturing, installation and serviceability, overall performance. The characteristic and application scope of SPSW were analyzed, which can help designers select the appropriate types of SPSW in engineering applications. |
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| Keywords: | steel plate shear wall lateral force resisting system post buckling behavior tension field buckling restrained connection mode summary |
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