Finite-element mode for parametric Analysis of wood frame shear walls
- 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.
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
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 - Proceedings of the 2015 International Conference on Structural, Mechanical and Material Engineering PB - Atlantis Press SP - 154 EP - 157 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 -