大跨索网结构广泛应用于工程实际,该结构的风振系数是结构抗风设计的重要参数。
The long-span cable nets structures are being widely used in practical engineering, and the wind-induced coefficient is important for the design of the structures.
本文提出的大跨径钢筋混凝土悬臂弯拱桥设计方案是可行的,可以运用于实际工程中。
This text brings out that the new long span curve arch bridge with cantalever is feasible, it also can apply in the practical engineering.
然后依据实际跨断层埋地管道震害特征及实际工程设计需要分析现阶段亟待解决的问题。
Also, the urgent problems of buried pipeline are analyzed according to the damage characteristic and the design requirement of the pipeline.
然后依据实际跨断层埋地管道震害特征及实际工程设计需要分析现阶段亟待解决的问题。
Also, the urgent problems of buried pipeline are analyzed according to the damage characteristic and the design requirement of the pipeline.
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