Proceedings of the 2015 International Conference on Structural, Mechanical and Material Engineering

Finite-element mode for parametric Analysis of wood frame shear walls

Authors
Jie Bai, Na Li, Pengcheng Duan
Corresponding Author
Jie Bai
Available Online November 2015.
DOI
https://doi.org/10.2991/icsmme-15.2015.36How to use a DOI?
Keywords
Wood-Frame Shear Walls, Finite-Element Model, Stress, Axial Compression Ratio, Opening
Abstract
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.
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Proceedings
2015 International Conference on Structural, Mechanical and Material Engineering
Part of series
Advances in Engineering Research
Publication Date
November 2015
ISBN
978-94-6252-144-5
ISSN
2352-5401
DOI
https://doi.org/10.2991/icsmme-15.2015.36How to use a DOI?
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  -