shear connection degree index 剪力连接程度系数
shear connection degree coefficient 剪力连接程度系数
degree of shear connection 抗剪连接程度
Shear connection degree has an effect on the flexural capacity and deflection of composite beams.
部分剪力连接对组合梁的受弯极限承载力和变形均有影响。
The conclusion obtained may be a guide to the selection of shear connection degree of composite beams for actual projects.
其结论还可以指导实际工程中组合梁剪力连接程度的选择。
Based on the test results and analysis, restoring force model of composite steel concrete beam was established with consideration of the degree of shear connection.
在试验研究的基础上，考虑了剪力连接程度的影响，建立了钢—混凝土组合梁的恢复力模型，并编制了相应的计算程序。
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