There're some specializations of the cable-stayed bridge in its dynamic behavior, because of long span and flexibility of structure than others general engineering structure.

斜拉桥由于其跨度大、结构柔，在动力行为方面有不同于一般工程结构的特殊性。

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At last, based on the results obtained, some Suggestions about the design of viscous dampers in the long-span cable-stayed bridge are presented.

最后，根据本文的分析结果，提出了大跨度斜拉桥结构阻尼消能减震设计建议。

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In this paper, some key problems of applying incremental launching in cable-stayed bridge with steel box girder are studied and discussed, for the design and construction of bridges alike.

而钢箱梁顶推施工近期应用日益广泛，但是理论研究却滞后于工程设计实际，因此，本文选择钢箱梁斜拉桥顶推施工的关键问题进行分析，为同类桥梁的设计和施工提供参考。

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