日益广泛应用的大跨度张力结构中经常出现一些高度大、负荷重的立柱以支承全部或局部屋面荷载。
In long-span tension structures, a lot of tall and heavy masts or columns have to be used to support total or partial roof loading.
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 elasticity support rigidity crossbeam method is brought forward according to orientation structure endure force character of skew bridge with multilongitudinal beams.
应将丝杆传动系统设计成能够阻止荷载支承装置在正常使用时从系统中分离出来的结构。
The srewdrive mechanism shall be designed to prevent separation of the load supporting device from the mechanism during normal use.
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