| 框架结构破坏机制研究分析 |
| |
| 引用本文： | 郭恩平 陈稚文. 框架结构破坏机制研究分析[J]. 山西建筑, 2014, 0(17): 42-44 |
| |
| 作者姓名： | 郭恩平 陈稚文 |
| |
| 作者单位： | [1]湖南科技学院,湖南永州425199; [2]永州市建设工程质量安全监督站,湖南永州425000 |
| |
| 摘 要： | 从结构体系层次出发,采用Pushover非线性静力弹塑性分析方法,探讨了框架中剪力墙的布置方式,并对剪力墙的合理数量进行了初步研究,得出少剪力墙框架结构的刚度特征值系数取9.4最为合理的结论。
|
| 关 键 词： | 强柱弱梁 少剪力墙结构 非线性分析 刚度特征值系数 |
Damage mechanism research and analysis about frame structure |
| |
| Affiliation: | GUO En-ping,CHEN Zhi-wen (1. Hunan University of Science and Engineering, Yongzhou 425199, China; 2. Yongzhou Construction Engineering Quality Safety and Supervision Station, Yongzhou 425000, China) |
| |
| Abstract: | In this paper,from consideration of changing the structure system. It studies the layout and the reasonable amount of shear wall in frame structure by Pushover nonlinear static elasto-plastic analysis method. Concludes the stiffness equivalence coefficient of the frame structure wit few shear wall as 9. 4 woill be reasonable. |
| |
| Keywords: | strong column weak beam frame structure with few shear wall nonlinear analysis stiffness eigenvalue coefficient |
| 本文献已被 CNKI 维普 等数据库收录！ |
