| 短肢剪力墙的非线性有限元分析 |
| |
| 引用本文： | 谷倩,张智,彭少民,蔡全智. 短肢剪力墙的非线性有限元分析[J]. 武汉理工大学学报, 2007, 0(Z2) |
| |
| 作者姓名： | 谷倩 张智 彭少民 蔡全智 |
| |
| 作者单位： | 武汉理工大学土木工程与建筑学院 武汉430070(谷倩，张智，彭少民)，中南建筑设计院 武汉430071(蔡全智) |
| |
| 基金项目： | 武汉市建委资助项目(03120-33) |
| |
| 摘 要： | 结合某实际工程,运用有限元软件ANSYS对2组6个短肢剪力墙模型进行非线性有限元分析。求出试件的应力应变规律,并对比相关试验数据,研究截面形式、肢厚比、轴压比等对墙体结构行为的影响,为实际工程设计提供理论依据。
|
| 关 键 词： | 短肢剪力墙 非线性有限元 分离式模型 轴压比 |
Nonlinear Finite Element Analysis of Short-length Shear Wall |
| |
| GU Qian,ZHANG Zhi,PENG Shao-min,CAI Quan-zhi. Nonlinear Finite Element Analysis of Short-length Shear Wall[J]. Journal of Wuhan University of Technology, 2007, 0(Z2) |
| |
| Authors: | GU Qian ZHANG Zhi PENG Shao-min CAI Quan-zhi |
| |
| Affiliation: | GU Qian1,ZHANG Zhi1,PENG Shao-min1,CAI Quan-zhi2 |
| |
| Abstract: | Combined with the actual project,this paper take a nonlinear finite element analysis on 2 groups,6 short-length shear walls through the finite element calculation software ANSYS.We can obtain the stress-strain relation of the models,in addition we can attain the influence to the models when the type of sections and the ratios of axial compressive are different.Some research are provided as a reference for the future design. |
| |
| Keywords: | short-length shear wall nonlinear finite element separately model ratios of axial compressive |
| 本文献已被 CNKI 等数据库收录！ |
|
