This demonstrates the accuracy and validity of the proposed method. Then the dynamic behavior analysis and harmonically excited transient response analysis are conducted.

• 接着对香港青马悬索大桥的主索进行了动力特性分析，求得了索的固有振动频率及振型，并与实测频率值进行了比较，验证了本文方法的正确性和有效性。