| ANSYS分析短肢剪力墙抗震性能 |
| |
| 引用本文： | 肖良丽,陈萌,孟会英.ANSYS分析短肢剪力墙抗震性能[J].世界地震工程,2007,23(2):171-175. |
| |
| 作者姓名： | 肖良丽 陈萌 孟会英 |
| |
| 作者单位： | 1. 武汉科技大学,城建学院,湖北,武汉,430070
2. 郑州大学,土木工程学院,河南,郑州,450002 |
| |
| 摘 要： | 利用ANSYS对两组6个钢筋混凝土短肢剪力墙进行单调荷载作用下的非线性有限元分析。将计算的荷载一位移曲线与试验的骨架曲线进行对比分析，结果表明两者符合较好。在此基础上总结出了轴压比和连梁跨高比对短肢墙的力学特征参数和内力分布的影响，为实际工程的截面设计提供
|
| 关 键 词： | 短肢剪力墙 低周反复试验 非线性有限元 |
| 文章编号： | 1007-6069（2007）02-0171-05 |
| 修稿时间： | 2007-02-152007-05-13 |
ANSYS analysis of earthquake-resistant behavior of short-limbed walls |
| |
| XIAO Liang-li,CHEN Meng,MENG Hui-ying.ANSYS analysis of earthquake-resistant behavior of short-limbed walls[J].World Information On Earthquake Engineering,2007,23(2):171-175. |
| |
| Authors: | XIAO Liang-li CHEN Meng MENG Hui-ying |
| |
| Institution: | 1.Department of Civil Engineering, Wuhan University of Science and technology, Wuhan 430070, China; 2. College of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China |
| |
| Abstract: | The load-dieplacement curves of the short-limbed wall(SLW) specimens under horizontal monotonic load are analyzed by the nonlinear finite element analysis software ANSYS.The ANSYS results are compared with the experimental skeleton curves.The calculated and measured results are shown to be in good agreement.The influences of axial compressive ratio and span-depth ratio of coupling beam on mechanic characteristics and internal force distribution of the short-limbed walls are summarized,which provide valuable basis for section design of the stort-timbed walls. |
| |
| Keywords: | short-limbed wall(SLW) nonlinear finite element easthgwake-resistant behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
