This paper analyses the speciality of the internal force and deflection in point of concrete continuous skew support curved grider bridge, gives its load test plan, way and results.
结合一连续斜弯梁桥实桥试验结果，分析了此种桥型的受力特点、变形特点，给出了试验方案、方法及试验成果。
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。
The elasticity support rigidity crossbeam method is brought forward according to orientation structure endure force character of skew bridge with multilongitudinal 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 computer program is presently being extended to treat any curved and skew Bridges of varying cross section and arbitrary support condition.
有关的计算机程序现已扩充应用于其它形式的曲线桥梁分析。
The computer program is presently being extended to treat any curved and skew Bridges of varying cross section and arbitrary support condition.
有关的计算机程序现已扩充应用于其它形式的曲线桥梁分析。
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