| 腹板双角钢连接框架-非加劲薄钢板剪力墙抗震性能试验研究 |
| |
| 引用本文： | 于金光,郝际平.腹板双角钢连接框架-非加劲薄钢板剪力墙抗震性能试验研究[J].地震工程与工程振动,2011,31(5):84-90. |
| |
| 作者姓名： | 于金光 郝际平 |
| |
| 作者单位： | 西安建筑科技大学,陕西 西安,710055 |
| |
| 基金项目： | 国家自然科学基金资助项目(50878181); 2009年高等学校博士学科点专项科研基金资助项目(20096120110004) |
| |
| 摘 要： | 对一榀1/3比例的单跨两层梁柱腹板双角钢连接框架-非加劲薄钢板剪力墙结构进行了水平低周往复加载试验研究.从承载力指标、刚度指标、延性指标、消能指标、破坏顺序和破坏模态以及连接节点的受力变形性能对试件作出评价,探究节点刚度与墙体的相互影响效果.结果表明:试件具有较高水平承载力和初始抗侧刚度,试件延性良好.结构具有理想的屈...
|
| 关 键 词： | 钢板剪力墙 半刚接钢框架 滞回曲线 抗震性能 拟静力试验 |
Experimental study on seismic behavior of double web-angle connected steel frame-unstiffened thin steel plate shear wall structure |
| |
| YU Jinguang,HAO Jiping.Experimental study on seismic behavior of double web-angle connected steel frame-unstiffened thin steel plate shear wall structure[J].Earthquake Engineering and Engineering Vibration,2011,31(5):84-90. |
| |
| Authors: | YU Jinguang HAO Jiping |
| |
| Institution: | YU Jinguang,HAO Jiping(Xi'an University of Architecture and Technology,Xi'an 710055,China) |
| |
| Abstract: | The two-storey,one bay double web-angle connected steel frame with thin steel plate shear wall structure specimen of one-third scale was tested under cyclic load,and based on which strength,stiffness,ductility,energy dissipation,general behavior and deformation of critical sections of the model were analyzed and evaluated.The interactive effect of the joint stiffness and steel plate of the structure were analyzed.The experimental results indicate that the steel plate shear wall could improve the lateral bea... |
| |
| Keywords: | steel plate shear wall semi-rigid connection steel frame hysteretic behavior seismic performance quasi-static test |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
