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。
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