Evaluation of performance deterioration of plywood sheathing wall subjected to repeated cyclic loading

被引：0
|
作者：
Yamazaki Y. [1 ]
Suzuki K. [2 ]
Matsuda K. [3 ]
Sakata H. [2 ]
机构：
[1] Dept. of Architecture, Meijo Univ.
来源：
AIJ Journal of Technology and Design | 2021年 / 27卷 / 65期
基金：
日本学术振兴会;
关键词：
Equivalent damping ratio; Loading protocol; Performance deterioration; Post-earthquake functional use;
D O I：
10.3130/AIJT.27.202
中图分类号：
学科分类号：
摘要：
Seismic performance of timber shear walls is generally confirmed through experiment which is provided in the standard. However, the strength and deformation capacities are clearly related to the loading protocol, and such a fatigue behavior is not well-understood so far. In this paper, plywood sheathing wall having 12mm thickness of plywood is tested, and the fatigue behaviors coming up on force-deformation relation and equivalent damping ratio are evaluated. © 2021 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码：202 / 206
页数：4
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