| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 863769 | Procedia Engineering | 2011 | 6 Pages |
Abstract
To simulate shear wall of tall building structures, some kinds of calculation methods towards Multi-Vertical-Line-Element Model are discussed in detail. A more reasonable element stiffness matrix and a improved Multi-Vertical-Line-Element Model are given. Combined with hysteretic axial model and hysteretic shear model, nonlinear analysis of a shear wall is put through. The calculation result indicates that the improved model has relatively well accuracy compared with test result.
Related Topics
Physical Sciences and Engineering
Engineering
Engineering (General)
