skew grillage girder bridge

There is much difference on construction and mechanics character between the skew bridge and beeline bridge.

斜梁桥的构造和力学特点与直线桥梁有很大区别,在运用程序建模分析中选择合适的方法对分析结果的精确度有着较大的影响。

The elasticity support rigidity crossbeam method is brought forward according to orientation structure endure force character of skew bridge with multilongitudinal beams.

根据多梁式斜梁桥结构及其横向受力特点,提出了“弹性支承刚性横梁法”进行跨中荷载横向分布的计算。

The generalized beam-grid method was applied to skew beam bridge, and a model test was also done to check the practicability and accuracy of the method.

将广义梁格法应用于斜梁桥中，并作了模型试验验证了本理论的可行性和准确性，结果证明，广义梁格法可应用于斜梁桥中。

3D beam-grid model and entity-element model are used to calculate a prestressed skew-beam bridge.

同时采用空间梁格模型和实体单元模型,对一座斜交角较大的预应力混凝土连续斜交桥梁进行模拟计算。

Calculating transverse load distribution by energy method for the skew girder bridge;

斜梁桥荷载横向分布的能量法

The mechanical properties of a skew girder bridge differ a great deal from those of an orthogonal girder bridge.

斜梁桥的力学特点与正交梁桥相比有很大区别。