采用控制容积法对钢—混凝土结合梁试件升温过程的温度分布进行数值计算。
The temperature distribution in temperature rising process of steel-concrete composite beam is calculated by volume-control method.
在钢混凝土结合梁中，温度作用通常包括三种形式，即：变温、温差和温度梯度。
Temperature changes, temperature diversities and temperature grades are common forms of temperature actions in steel and concrete composite girders.
本文在总结前人工作的基础上，对结合梁斜拉桥中在轴力和弯矩共同作用下的钢—混凝土组合梁截面受力状态和混凝土桥面板有效宽度进行研究。
This paper deals with the mechanical behaviors of steel-concrete composite beam and effective width of concrete slab on the axial force and the bending moment together function, based on the past job.
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