结构工程师2011，Vol.27Issue(6)：106-112,7.
轻型木结构面板钉节点单调加载试验研究
Test Study on Behavior of Stud-to-Sheathing Nail Joints under Monotonic Load in Light Wood Frame Constructions
摘要
Abstract
150 specimens of stud-to-sheathing nail joints,which is divided into 10 groups,with each group of 15 specimens,were tested under monotonic lateral load,and then the load-slip curves of these specimens were obtained. After analyzing these load-slip curves,the mechanical properties of different types of nail joints,such as strength, stiffness, failure mode were compared with each other, and the following conclusions were drawn: 1. The edge distance has significant impact on the mechanical properties of nail joints, but the impact trends to be steady as the edge distance increases. 2. The thickness of the sheathing board is a key factor influencing the mechanical properties of nail joints. 3. There is slightly difference on strength between the nail joints with load parallel to grain and perpendicular to grain, however, the nail joints with load parallel to grain have better deforming ability than that with load perpendicular to grain.关键词
木剪力墙/面板钉节点/单调加载/试验研究Key words
wood frame shear wall/ stud-to-sheathing nail joint/ monotonic load/ test study/引用本文复制引用
熊海贝,潘志付,康加华,化明星..轻型木结构面板钉节点单调加载试验研究[J].结构工程师,2011,27(6):106-112,7.基金项目
科技部国际合作项目(2008DFA71990) （2008DFA71990）
