The largeamplitudevibration character of stay cables is discussed via calculation of concrete examples.
还通过实例计算对斜拉索大幅振动特性进行了讨论分析。
2
Based on these two theories, the finite element cable model were respectively established which was used to simulate the largeamplitudevibration of cables.
在两种理论的基础上，分别建立了拉索风雨激振的有限元模型，模拟了拉索发生风雨激振时的大幅振动。
3
The results of experiments indicated that the control strategy was correct and effective in suppressing the low frequency and largeamplitudevibration of flexible space structures.