由此，作者比较全面地认识了混合梁斜拉桥的各种静力、动力和稳定性能，掌握了运用有限元软件计算分析大跨度桥梁的方法。
Therefore, the author realized the static, dynamic and stable behaviors of hybrid girder cable-stayed bridge, and comprehensively understood the analysing method of the large span cable-stayed bridge.
与传统的以混合坐标表示的模型相比，此模型能够获得更全面、更精确的姿态动力学特性。
Comparing with the conventional hybrid coordinate model, this model provides more detailed, more accurate dynamic properties.
与传统的以混合坐标表示的模型相比，此模型能够获得更全面、更精确的姿态动力学特性。
Comparing with the conventional hybrid coordinate model, this model provides more detailed, more accurate dynamic properties.
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