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.
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