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| 开洞对钢板混凝土剪力墙抗震性能的影响研究 | |
| 引用本文： | 吴婧姝,张心斌,何觅. 开洞对钢板混凝土剪力墙抗震性能的影响研究[J]. 工业建筑, 2014, 0(12): 30-35 |
| 作者姓名： | 吴婧姝 张心斌 何觅 |
| 作者单位： | 1. 天津大学建筑工程学院，天津 300072; 中冶建筑研究总院有限公司，北京 100088 2. 中冶建筑研究总院有限公司,北京,100088 3. 法国电力中国研发中心,北京,100005 |
| 基金项目： | 国家科技重大专项课题资助(2011ZX6002-10)。 |
| 摘 要： | 对带洞口钢板混凝土剪力墙进行低周反复加载试验,在试验中考虑了孔洞、补强措施以及轴压荷载对钢板混凝土剪力墙抗震性能的影响。根据试验现象及数据得到钢板混凝土剪力墙的破坏模式和极限承载力,并通过非线性有限元对试验进行建模分析。 |
| 关 键 词： | 钢板混凝土剪力墙 孔洞 低周反复加载试验 抗震性能 有限元 |
INFLUENCE OF OPENING ON SEISMIC BEHAVIOR OF STEEL PLATE REINFORCED CONCRETE SHEAR WALLS |
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| Wu Jingshu , Zhang Xinbin , He Mi. INFLUENCE OF OPENING ON SEISMIC BEHAVIOR OF STEEL PLATE REINFORCED CONCRETE SHEAR WALLS[J]. Industrial Construction, 2014, 0(12): 30-35 | |
| Authors: | Wu Jingshu Zhang Xinbin He Mi |
| Abstract: | The seismic behavior of steel plate reinforced concrete( SC) shear walls with an opening was studied through low frequency cyclic tests. The effects of opening,reinforcing measures and axial compressive forces were taken into account in the tests. Based on the phenomena observed during the tests and the resulting data,the failure mode and ultimate loading capacity of SC shear walls were obtained. The obtained results were then compared to those of nonlinear finite element modeling of the tests. |
| Keywords: | steel plate reinforced concrete shear walls opening low frequency cyclic loading test seismic behavior finite element |
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