... Eight-node incompatible solid-plate element 八节点非协调实体板单元 solid plate frame 整体肋板 ; 整板肋骨 solid plate ballast 固体压载 ...
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整体加肋板 Panel and rib integral structure
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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.
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