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.
柱子-框架或轻型框架结构侧向载荷的抵抗能力通常取决于隔板作用和剪力墙。
The resistance of lateral loads in either post-frame or light frame structures typically depends upon diaphragm action and shear walls.
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