cable curve,segmental catenary,construction control,nonlinear finite element analysis,improved iterative method
主缆线形,分段悬链线,施工控制,几何非线性有限元分析,改进的迭代法。
参考来源 - 大跨度悬索桥空间几何非线性分析与软件开发·2,447,543篇论文数据，部分数据来源于NoteExpress
It consists of two parts, calculation of cable curve for suspension bridge and geometric nonlinear analysis of bridge structure.
全文主要包括两大部分：悬索桥主缆线形计算部分和桥梁结构几何非线性分析部分。
And then the effect of the change of cable length and span and the redistribution of dead load due to deformation on cable curve are analyzed.
分析了索长变化、跨度变化及主缆变形引起的恒载重分布对主缆线形的影响。
Combined the curve theory of differential geometry and the cable model applied distributed load, form analysis and tension analysis of boundary cable, ridge cable and valley cable were performed.
结合微分几何的曲线论和分布荷载作用下索的受力模型，研究了索膜结构中边索、脊索和谷索的受力分析和形状分析。
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