剪力钉是一种零件，适用于钢梁表面，和钢梁与钢承板穿透焊接使用。组合梁中钢与钢筋混凝土的连接一般采用剪力钉。
探讨了混合结构钢-混凝土界面的模拟以及剪力钉受力的计算方法。
The present study investigated the simulation method of steel concrete interface and shear studs.
根据实验结果，SRC超短柱的剪力钉和RC分离柱的设计建议，建议的设计方法。
The design method of shear studs of SRC ultra short columns and the design advices of RC separated columns are suggested based on the experimental results.
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.
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