|
|
Tests for effects of lateral tenon and mortise tightness on aseismic performance of step through tenon joints |
SU Haihong1,2, GAO Yonglin2,3, TAO Zhong3, SU Hexian3, ZHANG Qing3 |
1.Faculty of Management and Economics, Kunming University of Science and Technology, Kunming 650500, China;
2.Faculty of Architecture and Urban Planning, Kunming University of Science and Technology, Kunming 650500, China;
3.Earthquake Engineering Institute, Yunnan province, Kunming 650500, China |
|
|
Abstract Through controlling constant width mortise,and change width tenon of step through tenon node model,make three models,which are loose nodetight node,moderate node, tight node loose node. Research on lateral closeness between mortise and tenon of joints effects on the seismic performance by low-cyclic reversed loading tests.At the same time, through use of the simple moire technique (5mm x 5mm grid), the phenomenon and process of insertion of tenon during tests are observed. The results show: The lateral closeness has great influence on node energy consumption, ultimate bearing capacity, initial stiffness and ductility, and the closer of mortise-tenon, the more obvious of the brittle character. Ultimate bearing capacity relationships: Tight node model > Moderate node model > Loose node model; Initial stiffness size relationships: Tight node model > Moderate node model > Loose node model; Equivalent viscous damping coefficient size relationships: Moderate node model > Tight node model > Loose node model;Tight node model ductility is bad, brittleness is obvious, the positive limit angle was only 0.08rad and the reverse limit was 0.06rad, and the minimum limit angle of both loose and moderate node models reached 0.12rad .easy ductility is good.
|
Received: 21 March 2019
Published: 28 July 2020
|
|
|
|
[1] 方东平,俞茂宏,宫本裕,等.木结构古建筑结构特性的计算分析[J].工程力学,2001,18(1):137-144.
Fang Dongping, Yu Maohong, Gong Benyu, et al.Numerical analysis on structural characteristics of ancient timber architecture [J]. Engineering Mechanics, 2001,18(1): 137―144. (in Chinese)
[2] 姚侃,赵鸿铁,葛鸿鹏.古建木结构榫卯连接特性的试验研究[J].工程力学,2006,23(10):168-173.
YAO Kan,ZhAO Hongtie,GE Hongpeng.Experimental Studys on the Characteristic of Mortise - tenon Joint in Historic Timber Buildings[J].ENGINEERING MECHANICS, 2006,23(10):168 - 173.(in Chinese)
[3]谢启芳,郑培君,崔雅珍,等.古建筑木结构直榫节点抗震性能试验研究[J].地震工程与工程振动,2015,35(3):232-241.
XIE Qifang,ZHENG Peijun,CUI Yazhen,et al. Experimental study on seismic behavior of straight mortise-tenon joints of ancient timber buildings[J]. EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2015,35(3):232-241. (in Chinese)
[4]谢启芳,杜彬,向伟,等.古建筑木结构燕尾榫节点抗震性能及尺寸效应试验研究[J]. 建筑结构学报, 2015,36(3): 112―120.
Xie Qifang, Dubin, Xiang Wei, et al. Experimental study on seismic behavior and size effect of dovetail mortise-tenon joints of ancient timber buildings [J].Journal of Building Structures, 2015, 36(3): 112―120.(in Chinese)
[5] 谢启芳, 杜彬,李双,等. 残损古建筑木结构燕尾榫节点抗震性能试验研究[J].振动与冲击,2015,34(4):165-170,210.
XIE Qi-fang,DU Bin,LI Shuang,et al. Tests for aseismic behaviors of damaged dovetail mortise-tenon joints of ancient timber buildings [J]. Journal of Vibration and Shock, 2015,34(4):165-170,210. (in Chinese)
[6]谢启芳,王龙,郑培君,等.传统木结构单向直榫节点转动弯矩-转角关系理论分析[J].湖南大学学报(自然科学版),2017,44(7):111-117.
XIE Qingfang,WANG Long,ZHENG Peijun,et,al. Theoretical Analysis on Moment-rotational Ralationship of Straight Mortise-tenon Joints for Chinese Traditional Wooden Buildings[J]. Journal of Hunan University (Natural Sciences), 2017,44(7):111-117.(in Chinese)
[7]潘毅,王超,唐丽娜,等.古建筑木结构直榫节点力学模型的研究[J].工程力学,2015,32(2):82-89.
PAN Yi,WANG Chao,TANG Lina,et al.Study on mechanical model of straight-tenon joints in ancient timbei structures[J].Engineering Mechanics,2015,32(2):82-89. (in Chinese)
[8] 薛建阳,白福玉,张锡成,等. 古建筑木结构榫卯节点刚度的地震损伤分析和识别[J].振动与冲击,2018,37(6):47-54.
XUE Jianyang ,BAI Fuyu, ZHANG Xicheng,et al. Seismic damage analysis and identification for the stiffness of ancient timber buildings mortise-tenon joints[J]. Journal of Vibration and Shock, 2018,37(6):47-54. (in Chinese)
[9] Shanks J,Walker P.Testing of Traditional Connections in Green Oak Carpentry[C]//8th World Corference on Timber Engineering.lahti:WCTE,2004:183-186.
[10] Han S R,Lee J J.Mechanical Performance of Korean Traditional Wooden Building of Column-girder Tenon-joint by Joint Type[C] //9th World Corference on Timber Engineering.Portland:WCTE,2006:23-26.
[11] Z.W.Guan,A.Kitamori,K.Komatsu. Experimental study and finite element modelling of Japanese “Nuki” joints— Part one: Initial stress states subjected to different wedge configurations configurations[J].Engineering Structures,2008,30(7):2032-2040.Structures,2008(30):2032-2040.
[12] Z.W.Guan,A.Kitamori,K.Komatsu. Experimental study and finite element modelling of Japanese “Nuki” joints— Part two: Racking resistance subjected to different wedge
configurations[J].Engineering Structures,2008,30(7):2041-2049.Structures,2008(30):2041-2049.
[13]薛建阳,李义柱,夏海伦,等.不同松动程度的古建筑燕尾榫节点抗震性能试验研究[J].建筑结构学报,2016,37(4):73-79.Experimental study on seismic performance of dovetail joints with different loose degrees in acient buildings[J]. Journal of Building Structures, 2016, 37(4): 73―79.(in Chinese)
高永林,陶忠,叶燎原,等.传统木结构典型榫卯节点基于摩擦机理特性的低周反复加载试验研究[J].建筑结构学报, 2015,36(10):139-145.
GAO Yonglin,TAO Zhong,YE Liaoyuan,et al.Low-cycle reversed loading tests study on typical mortise-tenon joints of traditional timber building based on friction mechanism[J].Journal of Building Structures, 2015, 36(10): 139―145.(in Chinese)
[14]杨立峰. 匠作•匠场•手风——滇南“一颗印”民居大木匠作调查研究[D]. 同济大学, 2005.
[15]张联霞.传统木结构榫卯节点模型化试验研究[D].昆明:昆明理工大学,2016:1-121.
ZHANG Lianxia.Experimental study on mortise joints modeling of Chinese traditional timber structure[D].Kunming: Kunming University of Science & Technology,2016:1-121. (in Chinese)
[16]ISO-16670 Timber structures:joints made with mechanical fasteners:quasi-static reversed cyclic test mathod[S].Geneva:International for standard,2003.
[17]姚谦峰.土木工程结构试验[M].北京:中国建筑工业出版社,2008:261-262.
|
|
|
|