| 腹板双角钢连接框架-钢板剪力墙体结构滞回性能有限元分析 |
| |
| 引用本文： | 陈军,郝际平.腹板双角钢连接框架-钢板剪力墙体结构滞回性能有限元分析[J].钢结构,2012,27(10):6-11,72. |
| |
| 作者姓名： | 陈军 郝际平 |
| |
| 作者单位： | 西安建筑科技大学土木工程学院,西安,710055 |
| |
| 基金项目： | 国家自然科学基金资助项目（51178381）. |
| |
| 摘 要： | 为系统研究双腹板角钢连接框架-钢板剪力墙结构的抗震性能,根据低周往复荷载作用下的试验研究结果,采用ANSYS有限元分析软件进行循环荷载下滞回性能的有限元模拟,对比分析滞回曲线、骨架曲线、水平刚度及破坏模式的影响规律,结果表明有限元模拟结果与试验结果吻合较好。该研究成果可为进一步深入研究及工程设计与应用提供理论参考和技术储备。
|
| 关 键 词： | 半刚性连接钢框架 钢板剪力墙 有限元法 滞回性能 破坏模式 |
NUMERICAL SIMULATION OF STEEL FRAME WITH DOUBLE WEB-ANGLE CONNECTION-STEEL PLATE SHEAR WALL STRUCTURE UNDER CYCLIC LOADING |
| |
| Chen Jun
,
Hao Jiping.NUMERICAL SIMULATION OF STEEL FRAME WITH DOUBLE WEB-ANGLE CONNECTION-STEEL PLATE SHEAR WALL STRUCTURE UNDER CYCLIC LOADING[J].Steel Construction,2012,27(10):6-11,72. |
| |
| Authors: | Chen Jun Hao Jiping |
| |
| Affiliation: | Chen Jun Hao Jiping (Civil Engineering College, Xi＇an University of Architecture and Technology, Xi＇an 710055, China) |
| |
| Abstract: | In order to study the seismic performance of steel frame with double web angle partial rigidity connection-steel plate shear wall. FE software was adopted and the specimen in test was selected as the subject for further analysis under cyclic loading. The relevant performances such as hysteretic curve, backbone curve, lateral stiffness and failure mode were compared with those of the test, the results showed that FE simulated results agreed well with those of the test. The research achievements provide the basis for further investigation and engineering design and practice. |
| |
| Keywords: | semi rigid connected steel frame steel plate shear wall finite element method hysteretic behavior failure mode |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
