• 测试了船舶靠泊时靠泊速度角度以及码头最大位移

    The berthing velocity, Angle and maxi - mal displacement of wharf are monitored.

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  • 研究结果表明:简谐地面速度作用下,高频震动可以引起长周期结构产生很大位移反应,且最大位移反应出现结构态自由振动阶段。

    It is concluded that the transient response to a high frequency harmonic ground motion can increase greatly the displacement response of structures, particularly for the long period structures.

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  • 其次分析了弹簧吊装系统跌落冲击响应特性,得到产品最大位移最大速度、冲击持续时间分别与基准系统相应值的比值

    Secondly, shock response property is analyzed, the ratios of item' s most displacement, most acceleration and shock duration to benchmark system are obtained.

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  • 其次分析了弹簧吊装系统跌落冲击响应特性,得到产品最大位移最大速度、冲击持续时间分别与基准系统相应值的比值

    Secondly, shock response property is analyzed, the ratios of item' s most displacement, most acceleration and shock duration to benchmark system are obtained.

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