A simplified method is presented for calculating the partial shear connection strength of a composite slab with profiled steel sheeting subjected to loads of various patterns.
提出多种荷载作用下，简支压型钢板-混凝土组合板承载力的部分剪力连接简化计算方法。
A simplified method is presented for calculating the partial shear connection strength of a composite slab with profiled steel sheeting subjected to loads of various patterns.
提出多种荷载作用下，简支压型钢板-混凝土组合板承载力的部分剪力连接简化计算方法。
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