摘要
通过对连续梁破坏形态、抗剪承载力的影响因素的分析,进一步对连续梁的抗剪承载力低于相同条件的简支架的主要原因进行了探讨.
Based on the analysis of the shear failure behaviors and the shear resistance effect factors in continuous beams, this paper studies the reason why the shear resistance capacity incontinuous beams with concentrated load is lower than that of simple-supported beams in thesame conditions.