摘要
探讨和总结了压型钢板肋与钢梁组合结构的栓钉连接件的受力性能,从焊接方法、混凝土强度压型钢板的厚度等多方面,分析了各种影响因素对栓钉连接件受力性能的影响。
The mechanical behaviors of the profiled steel sheet rib-steel beam composite structure are discussed. From welding method, concrete strength, thickness of profiled steel sheet and other aspects the factors influencing the shear capacity of stud shear connector are analyzed.
出处
《山西建筑》
2005年第8期26-27,共2页
Shanxi Architecture
关键词
剪力连接件
焊接方法
压型钢板
受剪承载力
shear connector, welding method, profiled steel sheet, shear capacity
