The sheathing-to-framing joints are the primary influencing factors of the light wood-framed shear walls. 摘要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。
Therefore, by reasonably choosing these parameters in design, the wall can be made with better performances in load capacity and ductility. 因此在设计中，通过合理选择这些参数，可以使短肢剪力墙具有较高的承载力和良好的延性。
