PERFORMANCE EVALUATION OF GLULAM MOMENT RESISTING JOINT SUBJECTED TO REPEATED CYCLIC LOADING

被引:0
|
作者
Yamazaki Y. [1 ]
Shimizu S. [2 ]
Sakata H. [2 ]
机构
[1] Building Research Institute, Japan
[2] Tokyo Institute of Technology, Japan
基金
日本学术振兴会;
关键词
Moment resisting joint; Performance deterioration; Repeated cyclic loading; Sensitivity analysis; Wooden frame;
D O I
10.3130/aijt.28.167
中图分类号
学科分类号
摘要
Fatigue behavior of glulam moment resisting joint subjected to repeated cyclic loading has not been well clarified. In addition, the accuracy of conventional design formulae for rotational stiffness and yield/ultimate moment should be discussed especially related to the method to obtain material properties. In this research, repeated cyclic loading tests were conducted for drift pined joints with insert-steel gusset plate and tensile-bolted joint. Deterioration of strength and energy dissipation is focused on. The dependency of the performance on the material properties is also investigated through sensitivity analysis. © 2022 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码:167 / 172
页数:5
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