计算结果显示了主向梁数目和载荷参数对动力不稳定区的影响。
The calculation results show the effect of the number of main beams and the load parameters on the dynamic instability region.
本文是将沿厚度由钢板和混凝土组合而成的钢板混凝土梁化为一等效横观备向同性构件。
In this paper, the author transforms a steel-concrete beam into an equivalent transverse isotropic member in the thickness direction.
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