研究了高托蜂窝式钢与混凝土组合梁的计算方法。
The calculating method of high haunched honeycomb steel concrete composite beam is presented.
剪力连接的非线性将导致钢与混凝土组合梁挠度的显著增加。
Shear connection nonlinearity always results in a significant increase in deflection of steel-concrete composite beams.
最后，在作了一些假设以后，将这种相关关系引入到钢与混凝土组合梁的设计中。
At last it is applied to the design of steel and concrete composite beams under some hypotheses.
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