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

DOI

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.

Copyright

© 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/).

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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  - 10.2991/icsmme-15.2015.36
ID  - Bai2015/11
ER  -