Based on the catenary theory of cables, an iteration method was presented for the shape-finding analysis of spatial-cable suspension Bridges.

基于索的悬链线理论，提出了一种可用于悬索桥空间主缆体系线形分析的迭代计算方法。

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The initial equilibrium state analysis is proposed for the self-anchored suspension bridge with spatial cables, through integral analysis of cable-hanger system and tower-beam system.

通过缆索系统与塔梁系统的整体分析，对空间索形自锚式悬索桥的初始平衡状态展开研究。

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The initial equilibrium state analysis is proposed for the self-anchored suspension bridge with spatial cables, through integral analysis of cable-hanger system and tower-beam system.

通过缆索系统与塔梁系统的整体分析，对空间索形自锚式悬索桥的初始平衡状态展开研究。

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