In this paper, the method of equivalent load on support reaction of hinged continuous beam is proposed.
本文提出铰支连续梁支座反力等效荷载方法。
Simultaneously solves the support reaction of the key components, folloewd by the stress analysis through ANSYS.
同时求解关键件在运动过程中约束反力的变化趋势，进而通过ANSYS对其进行应力分析。
The support reaction will be reallocated after the appearance of bend and shear crack of a reinforced concrete continuous beam in the practice project.
在实际工程中，钢筋混凝土连续梁发生弯曲裂缝或剪切裂缝之后，支座反力将重新分配。
Calculation formula of side support reaction and deflection in the mid-span of beams subjected to fire were obtained by fitting curves of experimental data considering each key factor.
基于试验结果，拟合出了考虑各关键参数影响的火灾下两跨连续梁边支座反力与梁跨中变形的计算公式。
Calculation formula of side support reaction and deflection in the mid-span of beams subjected to fire were obtained by fitting curves of experimental data considering each key factor.
基于试验结果，拟合出了考虑各关键参数影响的火灾下两跨连续梁边支座反力与梁跨中变形的计算公式。
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