• large displacement effect - 引用次数：4

  Moreover, the influences of structural parameters on the elastic stability are discussed. The influences of cable sag effect, girder-tower effect and large displacement effect on the geometric nonlinear stability are also studied.

  研究了结构参数对弹性稳定性,斜拉索垂度效应、梁—柱效应和大位移效应对几何非线性稳定性的影响,并就大跨度斜拉桥静力稳定分析中采用不同加载方式对双重非线性稳定性的影响进行了分析比较。

  参考来源 - 大跨度混凝土斜拉桥整体稳定性分析

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