面板钉连接是轻型木框架剪力墙受力性能的主要影响因素。
The sheathing-to-framing joints are the primary influencing factors of the light wood-framed shear walls.
又由于复合材料的脆性特性，使多钉连接钉载分配严重不均匀；
And then because of the brittleness characteristic of the composite material , the load distribution of multi-fastener mechanical joints becomes seriously uneven;
对多钉连接件钉传载荷的计算问题提出了一个解析分析方法，推导了求解钉载的线性代数方程组并给出了若干算例。
A new analytical method of pin load computation for joints with multi-rivets or multi-bolts is presented by means of mathematical theory of elasticity and classical principle of structural mechanics.
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