The numerical results show that the hydrodynamic damping provides slight contributions for the seismic response of the bridge piles, and then may be ignored for practical application.
讨论了非线性阻尼项对一般桥梁桩、墩结构地震反应的贡献,得到的结论是阻尼项的贡献很小,可以忽略。从而水中桥梁地震反应的计算就得到了很大的简化。
The numerical results show that the hydrodynamic damping provides slight contributions for the seismic response of the bridge piles, and then may be ignored for practical application.
讨论了非线性阻尼项对一般桥梁桩、墩结构地震反应的贡献,得到的结论是阻尼项的贡献很小,可以忽略。从而水中桥梁地震反应的计算就得到了很大的简化。
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