Experimental Study on Seismic Performance of Chinese Traditional Mortise and Tenon Joints with Different Lengths that Tenons Pull out of Mortise

被引:0
|
作者
Huan, Junhong [1 ,2 ,3 ,4 ]
Chu, Tianyang [1 ,2 ]
Guo, Xiaodong [3 ,4 ]
Sun, Zemeng [1 ,2 ]
Zhou, Xiaoyi [1 ,2 ]
Wang, Wei [3 ,4 ]
Yang, Yating [3 ,4 ,5 ]
机构
[1] Shijiazhuang Tiedao Univ, Sch Civil Engn, Shijiazhuang, Peoples R China
[2] Shijiazhuang Tiedao Univ, Key Lab Rd & Railway Engn Safety Control, Minist Educ, Shijiazhuang 050043, Peoples R China
[3] Beijing Univ Technol, Fac Architecture Civil & Transportat Engn, Beijing, Peoples R China
[4] Beijing Univ Technol, State Adm Cultural Heritage, Key Sci Res Base Safety Assessment & Disaster Miti, Beijing 100124, Peoples R China
[5] Hebei Normal Univ Sci & Technol, Coll Urban Construct, Qinhuangdao 066000, Hebei, Peoples R China
基金
中国国家自然科学基金;
关键词
Ancient timber buildings; Mortise-tenon joints; Seismic performance; LATERAL PERFORMANCE; TIMBER FRAMES; RESISTANCE; BEHAVIOR;
D O I
10.15376/biores.19.1.478-499
中图分类号
TB3 [工程材料学]; TS [轻工业、手工业、生活服务业];
学科分类号
0805 ; 080502 ; 0822 ;
摘要
This paper presents the results of a study on seismic performance of mortise-tenon joints with different lengths that tenons pull out of joints. Three 1:3.52 scaled mortise-tenon joint specimens were fabricated: one with through-tenon joints, one with half-tenon joints, and one with dovetail joints. Seismic data of the joints, such as hysteretic curves, skeleton curves, stiffness degradation rules, and energy dissipation capacity curves, were obtained by low-cycle reversed loading test. The influence of lengths that tenons pull out of joints on the mortise-tenon joints was analyzed. The seismic performance of three types of mortise-tenon joints was compared. The results showed that all hysteretic loops are z shaped. The seismic performance of the through joint was the best among three types of mortise tenon joint. The length that the tenon pulls out of the joint significantly affected the performance of the mortise and tenon joints.
引用
收藏
页码:478 / 499
页数:23
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