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首页> 外文期刊>Earthquake Engineering & Structural Dynamics >Discussion of 'A new inherent damping model for inelastic time-history analyses' by Enrique Luco and Armando Lanzi
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Discussion of 'A new inherent damping model for inelastic time-history analyses' by Enrique Luco and Armando Lanzi

机译:恩里克·卢科(Enrique Luco)和阿曼多·兰兹(Armando Lanzi)对“非弹性时程分析的新固有阻尼模型”的讨论

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摘要

This discussion examines several aspects of the proposed elastic velocity damping formulation that pertain to the suitability of the method for use in inelastic time history analysis. These aspects include the absence of damping actions as a structure moves through a collapse mechanism, lack of physical justification, and potential computational issues.
机译:该讨论检查了所提出的弹性速度阻尼公式的几个方面,这些方面与该方法在非弹性时程分析中的适用性有关。这些方面包括当结构通过坍塌机制时没有阻尼作用,缺乏物理合理性以及潜在的计算问题。

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