An Improved Simulation Model of Shear Wall Structures of Tall Building
โ Scribed by Bowang Chen; Jianguo Tan; Yang Oyang
- Publisher
- Elsevier
- Year
- 2011
- Tongue
- English
- Weight
- 372 KB
- Volume
- 12
- Category
- Article
- ISSN
- 1877-7058
No coin nor oath required. For personal study only.
โฆ Synopsis
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.
๐ SIMILAR VOLUMES
When buildings are subjected to earthquakes, it is imperative to dissipate some of the input energy through predetermined and well designed mechanisms. This study investigates the influence of mechanical control on structural systems through the application of strategically located component element
Several analytical and experimental investigations have been conducted on steel plate shear walls in Canada, the United States and Japan, following interest from the consulting and fabrication industries for their incorporation as viable lateral load resisting elements in new or retrofit constructio