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。
This paper deeply studies the problem of transverse stiffness of skew girder bridge which has been argued for a long time.
对工程界有争议的斜梁桥横向刚度问题进行了较深入的研究。
This paper primarily aims at the deficiency of conventional computation method of skew girder Bridges, calculates and analyses skew girder bridge based on integrated finite element method.
本文主要针对斜梁桥传统计算方法的不足，采用组合有限单元方法计算分析斜梁桥问题。
According to calculating equations of skew support continuous curved girder bridge that deduced in this paper, compiles a program and gives a case to validate its feasibility and veracity.
根据推导得到的斜支承曲线梁桥计算公式，编制程序并举例验证其可行性和准确性。
According to calculating equations of skew support continuous curved girder bridge that deduced in this paper, compiles a program and gives a case to validate its feasibility and veracity.
根据推导得到的斜支承曲线梁桥计算公式，编制程序并举例验证其可行性和准确性。
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