根据有限位移理论中的虚功原理，推导了双薄壁墩T构在横向风力作用下的静力稳定系数的表达式。
The static wind stability factor of T-Frame Bridge with double slander piers is derived according to the Principle of Virtual Work in Finite Displacement Theory.
当此类拱桥出现面内稳定控制设计时，横向风载的作用对拱桥的稳定系数和极限承载力影响较小。
When the in-plane stability of such arch is in control of the bridge design, Transverse wind load has a little influence on the stability factor and ultimate load carrying capacity.
介绍了俄罗斯可双层运输大吨位集装箱的平车及试验情况，概述了曲线上载重平车的横向稳定性和横向倾覆稳定性系数。
The flat car that can transport double-deck containers with big tonnages in Russia as well as the testing is described.
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