塔里木大学学报2025，Vol.37Issue(3)：63-68,6.DOI:10.3969/j.issn.1009-0568.2025.03.008
新疆杨墙骨柱-旋切板覆面材料钉连接单剪试验
Single shearing tests on nailed Xinjiang poplar plywood-to-timber connections
摘要
Abstract
Light wood frame construction is an effective structural type for mitigating seismic damage in regions susceptible to high-intensity earthquakes,and nailed connections are essential for the stability of shear walls in wood structure.In this study,Xinjiang poplar was used to construct studs and structural panels employing the Laminated veneer lumber(LVL)method.Four different types of connections using nails and self-tapping screws were tested under single shearing.The results showed that the shear capacity of nailed connections was superior to screwed connections.Additionally,the shear capacity of the connections was 10.8%higher when loaded was applied perpendicular to the grain rather than parallel.Conversely,the failure displacement showed the opposite trend.Due to its brittle failure mode,relatively nails are suitable for connections.关键词
轻型木结构/钉连接/单剪试验/新疆杨Key words
light wood frame construction/nailed connections/single shearing tests/Xinjiang poplar分类
建筑与水利引用本文复制引用
赵成,蔡云梅..新疆杨墙骨柱-旋切板覆面材料钉连接单剪试验[J].塔里木大学学报,2025,37(3):63-68,6.基金项目
塔里木大学校长基金硕士人才项目(TDZKSS202157) （TDZKSS202157）
