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
相关论文
共 43 条
  • [31] How the decayed straight mortise-tenon joints influence the seismic performance of ancient timber building? Evidence from experiment scenarios of the benchmark wood frames
    Chen, Ling-Kun
    Li, Sheng-Cai
    King, Won-Sun
    Jiang, Li-Zhong
    Luo, Hong-Zhen
    Li, Qian-Jiu
    [J]. ENGINEERING FAILURE ANALYSIS, 2020, 116 (116)
  • [32] Experimental Study on Seismic Performance of Through-Tenon Joints with Looseness in Ancient Timber Structures
    Xue, Jianyang
    Xu, Dan
    Xia, Hailun
    [J]. INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE, 2020, 14 (04) : 483 - 495
  • [33] Experimental Study on the Seismic Performance of Buckling-Restrained Braces with Different Lengths
    Wu, Kechuan
    Wei, Guanglan
    Lin, Chi
    Zhang, Longfei
    Yu, Wenzheng
    Lan, Xiang
    [J]. BUILDINGS, 2025, 15 (02)
  • [34] Experimental study on seismic performance and deformation damage of loose dovetail-tenon joints in ancient timber structures
    Bai, Fuyu
    Fan, Zekai
    Xue, Jianyang
    Wu, Chenwei
    Hu, Chengming
    Li, Jiaxu
    [J]. STRUCTURES, 2023, 54 : 541 - 555
  • [35] Experimental study on fracture damage and seismic performance of loose through-tenon joints in ancient timber structures
    Bai, Fuyu
    Dong, Fei
    Sui, Yan
    Xue, Jianyang
    Wu, Chenwei
    Song, Dejun
    Hu, Chengming
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2023, 394
  • [36] Experimental study on seismic performance of cross-shaped half-tenon joint reinforced by angle in traditional dwellings
    Xue J.
    Ren G.
    Zhang J.
    Xu D.
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2021, 42 (01): : 103 - 112
  • [37] Experimental study on seismic performance of dovetail joints with different loose degrees in ancient buildings
    Xue J.
    Li Y.
    Xia H.
    Sui Y.
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2016, 37 (04): : 73 - 79
  • [38] Experimental study on seismic performance of dowel joints in traditional Chuan-Dou style timber structures
    Xue J.
    Ren G.
    Xu D.
    Yang S.
    Fu C.
    [J]. Jianzhu Jiegou Xuebao/Journal of Building Structures, 2019, 40 (10): : 158 - 167
  • [39] Experimental and numerical study on the seismic performance of rocking steel frames with different joints under earthquake excitation
    Zhang, Guowei
    Fan, Qiaoqiao
    Lu, Zheng
    Zhao, Ziwei
    Sun, Zuoshuai
    [J]. ENGINEERING STRUCTURES, 2020, 220
  • [40] Experimental study on seismic performance of fully assembled composite walls with vertical joints using different dry connections
    Huang W.
    Miao X.
    Zhao Y.
    Yu G.
    Zhang J.
    Fan Z.
    [J]. Miao, Xinwei (panzer.8002@163.com), 1600, Science Press (41): : 114 - 122