刚构—连续组合梁桥一般采用悬臂浇注，施工中对标高的控制是成桥后线型是否合理的重要保证。
This kind of bridge often uses the construction technique of segmental cantilever installation, which is important to control the deformation of the bridge during the construction stage.
对于高烈度地震区大跨桥梁的设计推荐了一种全新的桥式方案——空腹式箱梁连续刚构，该结构是钢管桁架和预应力混凝土板的组合结构。
The author recommends a brand new long-span bridge structure in high intensity earthquake areas—consecutive box girder rigid frame bridge with hollow abdomen.
因此，研究刚构-连续梁组合体系的冲击系数具有重要的理论意义与工程实用价值。
Therefore, study on the impact coefficient of composite structure of the rigid frame and continuous beam has very important academic significance and practical value.
因此，研究刚构-连续梁组合体系的冲击系数具有重要的理论意义与工程实用价值。
Therefore, study on the impact coefficient of composite structure of the rigid frame and continuous beam has very important academic significance and practical value.
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