It is important to analyze the dynamic characteristic of flexiblesuspension Bridges because of its lower rigidity.
对于整体刚度很低的柔性悬索桥而言，动力特性的分析非常重要。
2
In this paper, the geometrical nonlinear behavior of cablesand conventional computing methods for flexiblesuspension bridges are briefly described.
本文简述了悬索的几何非线性性质和柔性吊桥的计算方法。
3
Based on the analysis of the geometrical models in a simple flexiblesuspension bridge, the skyline tension and its errors in calculation were analyzed.