On the other hand, the investigation about the reasonable cable tensions and the control force in the construction is presented in the thesis.

本文的另一个方面是进行斜拉桥合理索力和施工张拉力的探讨，即施工控制中的结构计算。

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The simulating control analysis is made for a cable stayed bridge in the possible simulating precision and scope of control force, and it is shown that the technology is feasible and effective.

在工程中可实施的仿真控制精度和控制范围内实现了对大跨桥梁结构减震控制的仿真分析。大跨度斜拉桥的算例说明了这一技术是可行、有效的。

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