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《Journal of Building Structures》 2015-10
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Low-cycle reversed loading tests study on typical mortise-tenon joints of traditional timber building based on friction mechanism

GAO Yonglin;TAO Zhong;YE Liaoyuan;WANG Dan;ZHANG Lianxia;Faculty of Civil Engineering and Mechanics,Kunming University of Science and Technology;Engineering Seismic Institute in Yunnan Province;Yunnan Normal University;Tianjin United Environmental Protection Engineering Design Co.,Ltd;  
The friction effect between mortise-tenon joints interface of the timber structures has a significant effect on damping energy dissipation. In order to study the influence of friction coefficient on seismic performance of typical mortise-tenon joints,three typical joints with different friction coefficients were tested by low-cycle reversed loading,including two through tenons,two dovetail tenons and two fang under through tenons,and were analyzed by means of quantitative research method. The results indicate that the failure patterns,bearing capacity and ductility of the joints are not significantly influenced by the friction. The shapes of hysteretic loops of all joints except dovetail tenons are reverse Z shape and the pinching effect gets obvious. The area of hysteretic loops of model with friction coefficient of0. 2 is much smaller than that of the model with friction coefficient of 0. 38. Hysteretic loops of the dovetail tenons are relatively full and the pinching effect is not obvious. The change of friction coefficient has smaller influence on area of hysteretic loops of the dovetail tenons. The influence of friction on the initial stiffness of through tenons and fang under through tenons is great. The equivalent viscous damping coefficient of through tenon joints model with friction coefficient of 0. 38 is twice as big as that of the model with friction coefficient of 0. 20. For fang under through tenons joints,the model with friction coefficient of 0. 38 is 1. 4 times as much as the model with friction coefficient of 0. 20.The impact of the friction of the dovetail joint is mainly reflected by the speed to achieve the peak energy dissipation of the joints.
【Fund】: 国家自然科学基金项目(51168025);; 国家科技支撑计划(2013BAK13B01)
【CateGory Index】: TU366.2
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