取控制微分方程的齐次解作为梁段的有限元位移模式。
The homogeneous solution of the differential equation for the shear lag was taken as the displacement pattern of finite segment.
有限梁段法是求解超静定结构(如连续梁等)剪力滞行之有效的方法。
Finite beam segment method is an effective way to solve the shear lag problem of statically indeterminate structure, such as continuous girder with constant cross section etc.
同时介绍了悬浇箱梁普通梁段、边跨合拢段和中跨合拢段的施工工艺。
The construction techniques of normal segment, side span closure segment and midspan closure segment are also proposed.
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