• Two models of linear and non-linear simulation technique are adopted to consider the horizontal stiffness of pile foundation.

    对桩基础的水平向刚度模拟采用了等效线性及非线性两种模式。

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  • To achieve the precise amount of non-linear simulation and rapid detection, linear analog multi-point calibration detection method is proposed.

    为实现非线性模拟量的精确、快速检测,提出了非线性模拟量的多点定标检测方法。

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  • The dynamic response of linear simulation is greater than that of non-linear simulation , so the dynamic response could be determined based on equivalent linear foundation stiffness.

    按线性基础计算的动力响应大于非线性基础的响应,因此采用等效线性基础刚度计算动力响应是可行的。

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  • The running time of the algorithm is linear. Simulation results show that the time steps of the algorithm are very close to the network diameter in practice.

    该算法的时间复杂性是线性的,模拟结果表明多播路由算法的多播时间步接近网络的直径。

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  • The running time of the algorithm is linear. Simulation results show that the time steps of the algorithm are very close to the network diameter in practice.

    该算法的时间复杂性是线性的,模拟结果表明多播路由算法的多播时间步接近网络的直径。

    youdao

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