• The study also goes to the influence, upon stress waves, of the piles relaxation time, the equivalent viscous damping coefficient of soil around the pile and the unit rigidity of soil below the pile.

    同时分析驰豫时间、桩侧等效粘滞阻尼系数底土的单位刚度等因素应力影响

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  • The equivalent damping coefficient between linear and nonlinear viscous damper is investigated.

    分析线性阻尼非线性粘滞阻尼器阻尼系数等效关系

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  • The equivalent damping coefficient between linear and nonlinear viscous damper is investigated.

    分析线性阻尼非线性粘滞阻尼器阻尼系数等效关系

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