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| 钢框架开洞钢板剪力墙滞回性能分析 | |
| 引用本文： | 郝进锋,刘桂德,高建华,贾欢欢. 钢框架开洞钢板剪力墙滞回性能分析[J]. 低温建筑技术, 2012, 34(10): 48-50 |
| 作者姓名： | 郝进锋 刘桂德 高建华 贾欢欢 |
| 作者单位： | 1. 东北石油大学土木建筑工程学院,黑龙江 大庆 163318;黑龙江省防灾减灾及防护工程重点实验室,黑龙江 大庆 163318 2. 东北石油大学土木建筑工程学院,黑龙江 大庆,163318 3. 大庆市高新技术产业开发区规划建筑设计院,黑龙江 大庆,163316 |
| 摘 要： | 利用有限元软件ANSYS建立了单跨两层钢框架-开洞钢板剪力墙结构的有限元模型,对模型进行滞回性能分析,获得不同高厚比、不同开洞大小、不同竖向荷载下的滞回曲线,结果表明:随着钢板厚度的增加,结构的耗能能力逐渐提高;随着钢板洞口宽度的增加,结构的耗能能力逐渐降低;当竖向荷载较小时,不同竖向荷载对结构的滞回性能影响很小。 |
| 关 键 词： | 钢框架 开洞钢板剪力墙 滞回性能 |
HYSTERETIC PERFORMANCE ANALYSIS OF STEEL FRAME -STEELPLATE SHEAR WALL WITH OPENING |
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| HAO Jin-feng , LIU Gui-de , GAO Jian-hua , JIA Huan-huan. HYSTERETIC PERFORMANCE ANALYSIS OF STEEL FRAME -STEELPLATE SHEAR WALL WITH OPENING[J]. Low Temperature Architecture Technology, 2012, 34(10): 48-50 | |
| Authors: | HAO Jin-feng LIU Gui-de GAO Jian-hua JIA Huan-huan |
| Affiliation: | 1. College of Civil Engi. of Northeast Petroleum Univ. , Heilongjiang Daqing 163318 ,China; 2. Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engi. , Heilongjiang Daqing 163318 ,China; 3. Daqing High-teeh Industry Development Planning and Architecture Design Institute ,Heilongjiang Daqing 163316 ,China) |
| Abstract: | A single span two layers of steel frame-open hole plate shear wall structure finite element model was established by finite element software ANSYS, the hysteretic performance of the model was analyzed. The hysteretic curves of different high thickness, different open hole size, different the vertical load was obtained. The results show that： along with the increase of the thickness of the steel plate han- dled, structure of the energy dissipation capacity increase; along with the increase of the steel plate width, structure capability of energy consumption gradually reduced; when the vertical load is small, different vertical load on the structure of the hysteretic performance influence is very small. |
| Keywords: | steel frame steel plate shear wall with opening hysteretic performance |
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