| 高强混凝土-型钢组合剪力墙抗震性能试验 |
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| 引用本文： | 李莉,薛素铎,曹万林.高强混凝土-型钢组合剪力墙抗震性能试验[J].北京工业大学学报,2010,36(7). |
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| 作者姓名： | 李莉 薛素铎 曹万林 |
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| 作者单位： | 北京工业大学,建筑工程学院,北京,100124;北京城建国际建设有限公司,北京城建集团,北京,100029;北京工业大学,建筑工程学院,北京,100124 |
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| 基金项目： | 北京市属市管高等学校人才强教计划资助项目，国家自然科学基金资助项目 |
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| 摘 要： | 通过对3个1/3缩尺的高强混凝土剪力墙模型的抗震性能试验,探讨了不同组合形式剪力墙的承载力、刚度及退化过程、延性、滞回特性及破坏特征;将试验结果与普通强度混凝土剪力墙的试验结果进行了对比.结果表明:内藏钢框架混凝土剪力墙和内藏斜向支撑钢框架混凝土剪力墙的抗震性能比普通混凝土剪力墙的承载力、后期刚度、延性均比普通强度混凝土剪力墙有明显的提高.计算与试验吻合较好.
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| 关 键 词： | 高强混凝土 型钢 剪力墙 抗震性能 |
Experimental Study on Seismic Behavior of High Strength RC Shear Wall Incorporated with Formed Steel |
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| LI Li,XUE Su-duo,CAO Wan-lin.Experimental Study on Seismic Behavior of High Strength RC Shear Wall Incorporated with Formed Steel[J].Journal of Beijing Polytechnic University,2010,36(7). |
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| Authors: | LI Li XUE Su-duo CAO Wan-lin |
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| Affiliation: | LI Li1,2,XUE Su-duo1,CAO Wan-lin1(1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China,2.Beijing Urban Construction Group,Beijing Urban Construction International Company,Limited,Beijing 100029,China) |
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| Abstract: | Three kinds of 1 /3 scale model of shear walls,including normal high strength concrete shear wall(SW),SW incorporated with steel frame(TSW),and TSW combined with braces of truss constituted by bars(TSW-BT),were tested to evaluate their seismic behaviors.Meanwhile,their characteristics such as bearing capacity,stiffness and attenuation,ductility,hysteretic property and failure phenomena were analyzed and discussed.In addition,comparisons between seismic behaviors of SW,TSW,TSW-BT and normal strength shear wa... |
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| Keywords: | high strength concrete formed steel shear wall seismic behavior |
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