One of the representative cable-stayed bridge models is the cable-beam model, which has obvious advantages.

其中一类有代表性的索-梁组合结构模型有着较为明显的优势。

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Focusing on the parameter identification of a cable-stayed bridge model under stationary stochastic excitation, an improved subspace identification method is presented.

关注的斜拉桥模型平稳随机激励下的参数识别，改进的子空间辨识方法。

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Based on the cable-stayed bridge using method of cantilever, the paper establishes the optimization model of construction phase with multi-objective and multi-constraint and gives the example.

采用多目标、多约束的优化方法，以悬臂施工主梁的斜拉桥为例，建立了施工阶段的优化模型，并给出算例。

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