| Issue |
E3S Web Conf.
Volume 248, 2021
2021 3rd International Conference on Civil Architecture and Energy Science (CAES 2021)
|
|
|---|---|---|
| Article Number | 01073 | |
| Number of page(s) | 6 | |
| Section | Chemical Performance Structure Research and Environmental Pollution Control | |
| DOI | https://doi.org/10.1051/e3sconf/202124801073 | |
| Published online | 12 April 2021 | |
Deflections Estimation of Light Wood-framed Shear Walls Without Hold-Downs
1 School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China
2 Tianjin Architectural Design Institute, Tianjin 300401, China
wlark@sina.com, 501980601@qq.com.
In the structural design of light wood structures in recent years, people have paid more and more attention to estimating the lateral deformation of buildings. In order to better estimate the lateral deformation of the balsa shear wall without hold-downs, this paper carried out the lateral loading test of the wood shear wall and the monotonic loading test of the nail joint. A formula for lateral load-deformation of nail nodes suitable for engineering entities is proposed. A method for calculating the lateral deformation of wood shear walls without hold-downs is provided. The method is based on the formula for lateral deformation of light-weight timber structure shear walls in China's Code for Design of Timber Structures (GB50005–2017) [1]. This method complements the domestic wood structure regulations very well.
© The Authors, published by EDP Sciences, 2021
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