整体式桥台的等代桩长、桥台纵向抗弯刚度、宽跨比及箱梁肋板间距等，是影响该类桥梁剪滞系数的主要因素。
It is proved that the main affecting factors include: equivalent pile length, bending stiffness of abutment, ratio of width to span, distance of webs, etc.
分析了节点端板厚度、螺栓类型、端板的加劲肋等因素对节点刚度以及抗弯承载力的影响。
The factors, such as end -plate thickness, bolt's types , beam and column ' flank , that can effect on the joint rigidity and moment capability, are analyzed.
根据疲劳试验结果，建立了预应力钢纤维混凝土板弯曲疲劳方程和剩余强度衰减方程，分析了抗弯刚度衰减规律。
According to fatigue experiment results, the fatigue equation and equation of surplus strength degradation are built. The law of degradation of flexural rigidity is analyzed.
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