Finite-element mode for parametric Analysis of wood frame shear walls
Jie Bai, Na Li, Pengcheng Duan
Available Online November 2015.
- https://doi.org/10.2991/icsmme-15.2015.36How to use a DOI?
- Wood-Frame Shear Walls, Finite-Element Model, Stress, Axial Compression Ratio, Opening
- Light wood-frame house is still developing in China and systematic research on light wood-frame house has yet to be carried out. In this paper, the analysis model of wood-frame shear walls is set by using ABAQUS. In terms of finite element program's computing results, the effect of opening size and location on shear walls is analyzed. The results have shown that the larger the opening is, the more significantly the bearing capacity reduces; the location of the opening has an obvious influence on resistance of shear walls to lateral loading.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Jie Bai AU - Na Li AU - Pengcheng Duan PY - 2015/11 DA - 2015/11 TI - Finite-element mode for parametric Analysis of wood frame shear walls BT - 2015 International Conference on Structural, Mechanical and Material Engineering PB - Atlantis Press SN - 2352-5401 UR - https://doi.org/10.2991/icsmme-15.2015.36 DO - https://doi.org/10.2991/icsmme-15.2015.36 ID - Bai2015/11 ER -