Study on Seismic Performance of Straight Tenon-type Joints in Chuan-dou Style Timber Structure

Shuang-yong WANG; Ting GUO; Hao DENG; Hai-bin ZHOU

doi:10.12326/j.2096-9694.2021060

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Study on Seismic Performance of Straight Tenon-type Joints in Chuan-dou Style Timber Structure
1.Research Institute of Wood Industry,Chinese Academy of Forestry,Beijing 100091,China
2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China
Vol. 36, Issue 1, Pages: 57-62(2022)
DOI： 10.12326/j.2096-9694.2021060

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王双永,郭婷,邓昊等.穿斗式木结构直榫边节点承载性能试验研究[J].木材科学与技术,2022,36(01):57-62.

WANG Shuang-yong,GUO Ting,DENG Hao,et al.Study on Seismic Performance of Straight Tenon-type Joints in Chuan-dou Style Timber Structure[J].Chinese Journal of Wood Science and Technology,2022,36(01):57-62.
王双永,郭婷,邓昊等.穿斗式木结构直榫边节点承载性能试验研究[J].木材科学与技术,2022,36(01):57-62. DOI： 10.12326/j.2096-9694.2021060.

WANG Shuang-yong,GUO Ting,DENG Hao,et al.Study on Seismic Performance of Straight Tenon-type Joints in Chuan-dou Style Timber Structure[J].Chinese Journal of Wood Science and Technology,2022,36(01):57-62. DOI： 10.12326/j.2096-9694.2021060.

摘要

以传统民居穿斗式木结构直榫边节点为研究对象，分析节点承载机制，并设计制作3套杉木结构直榫边节点足尺试件（对照组1套、扒钉加固1套、角钢加固1套），进行低周往复加载试验。研究结果表明：直榫边节点破坏模式主要表现为节点木材横纹压屈变形和节点拔榫，滞回曲线轮廓均呈反“Z”形状，且呈现较明显的捏缩现象。与未加固节点相比，加固节点的承载性能均有所提高；扒钉加固节点在扒钉脱落失效前提高了节点刚度、累积耗能及变形能力，角钢加固节点在穿枋断裂前显著提高了节点刚度、累积耗能及变形能力。

Abstract

The Chuan-dou joints of traditional residential timber structures were studied in this research project. The bearing mechanism of joints were analyzed. Three sets of full-scale test specimens of the straight tenon-type joints of the Chuan-dou style timber structure were designed and produced: one set was as the control group, the second set was reinforced with nails, and the third set was reinforced with angle steels. Cyclic loading tests were conducted. The results showed that the failure mode of the straight tenon-type joint was mainly caused by the partial compressive plastic deformation perpendicular to the grain and the pull-out of tenon. All of the hysteretic curves were in the reverse "Z" shape, and showed distinct pinch phenomena. Compared with the control group, the load-bearing performance of reinforced joints were improved. The nail-reinforced joints improved the stiffness, energy dissipation, and the deformation capacity before the nails fell off. The angle-steel reinforced joints significantly improved the stiffness, energy dissipation, and the deformation capacity before the girder fractured.

关键词

穿斗式木结构直榫边节点加固承载性能

Keywords

Chuan-dou style timber structurestraight tenon-type jointsreinforcementseismic performance

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