空气中的任何高层建筑的动作向上，因此，传统的横向风力涡轮机将难以承担的压力。
The air in any high rise building moves upwards, therefore, conventional horizontal wind turbines would find it difficult to bear the pressure.
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.
同样在存放时由风力引起的横向摆动也可以产生类似的循环应力。
Similar cyclic stresses may have occurred due to wind-induced swaying motion during storage.
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