Review of Tests and Impact Factors of Metal-plate Connection

GUO Wei1; FEI Ben-hua1; ZHAO Rong-jun2; ZHOU Hai-bin2

doi:10.19455/j.mcgy.2008.06.008

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Review of Tests and Impact Factors of Metal-plate Connection
1. Beijing Forestry Machinery Research Institute of State Forestry Administration
2. Research Institute of Wood Industry,Chinese Academy of Forestry
Issue 6, Pages: 24-27(2008)
DOI： 10.19455/j.mcgy.2008.06.008

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[1]郭伟,费本华,赵荣军,周海宾.木桁架齿板连接性能及影响因子研究现状[J].木材工业,2008(06):24-27.

GUO Wei1, FEI Ben-hua1, ZHAO Rong-jun2, et al. Review of Tests and Impact Factors of Metal-plate Connection. [J]. China Wood Industry (6):24-27(2008)
[1]郭伟,费本华,赵荣军,周海宾.木桁架齿板连接性能及影响因子研究现状[J].木材工业,2008(06):24-27. DOI： 10.19455/j.mcgy.2008.06.008.

GUO Wei1, FEI Ben-hua1, ZHAO Rong-jun2, et al. Review of Tests and Impact Factors of Metal-plate Connection. [J]. China Wood Industry (6):24-27(2008) DOI： 10.19455/j.mcgy.2008.06.008.

摘要

齿板连接性能的研究,对木桁架及整个轻型框架的木结构设计及性能优化具有重要意义。从齿板连接的前期基础、静态测试、动态测试、破坏模式及连接性能影响因子等方面,详细阐述了国内外齿板连接性能的研究现状,以期为国内齿板连接性能的研究提供借鉴。

Abstract

Metal-plate-connected（MPC） wood trusses for roofs and floors have been used in light-frame residential and commercial constructions for decades.Proper design and performance optimization of metal-plate connectors play an important role in manufacturing trusses and even throughout whole light frame structures.In this article,the basic principle of metal-plate connections,latest static and dynamic testing results,the failure mode and the impact factors on the connections were reviewed.Based on an extensive literature search,the authors provided some useful suggestions and guidance to develop and manufacture metal-plate connected wood truss in China.

关键词

齿板接合节点根节点节点破坏模式木桁架

Keywords

metal-plate connectorsplice jointheel jointfailure modeswood truss

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