梁段、柱段变形引起的梁外端挠度可利用已有悬臂柱低周交变加载模拟程序计算，再通过几何关系换算得到。
The beam end displacement due to beam and column deformation may be calculated by existing cantilever program and then converted by geometric relation.
本文根据斜交构造异性板的弯曲理论，把板梁组合结构比拟成板来计算。
The plate girders system structure was considered as a plate according to the theory of bending of skew plate.
部分预应力混凝土梁中的非预应力钢筋在反复运行荷载作用下承受交变应力。
The non—prestressed steel bars in ppc beams endure alternate stress under the repeated service loading.
本文根据交形等效的原理，提出了无粘结预应力梁极限强度的分析方法。
This article proposed a new analytical method for the ultimate strength of unbonded prestressed concrete beams according to the principle of equivalent deformation.
文章结合施工实例介绍了斜交箱梁铜绞线长度及弯起转角的计算方法。
Based on construction examples, this paper introduces the calculating method of steel strands length and bend up Angle of skew box girder.
对出入口处有斜交的箱涵结构添加栅格梁进行计算，分析了栅格梁对箱涵结构受力的影响和作用。
And it gives the maximum relatively! Rational Angle value. The paper makes the calculation of the grid beams added...
对出入口处有斜交的箱涵结构添加栅格梁进行计算，分析了栅格梁对箱涵结构受力的影响和作用。
And it gives the maximum relatively! Rational Angle value. The paper makes the calculation of the grid beams added...
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