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工程力学  2014 

结构随机地震反应与可靠度的概率密度演化分析研究进展

DOI: 10.6052/j.issn.1000-4750.2013.05.ST02, PP. 1-10

Keywords: 非线性,多自由度体系,随机激励,概率密度演化,整体可靠度

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Abstract:

结构随机动力反应与可靠度分析对保障工程结构在灾害性动力作用下的安全性至关重要。数十年来,国内外学者进行了大量的研究,取得了丰硕的成果,但在多自由度非线性系统随机动力反应与可靠度分析方面遇到了巨大的困难。概率密度演化理论提供了全新的处理方法。该文在评述已有研究方法的基础上,着重讨论了概率密度演化理论及其在结构随机地震反应与整体可靠性分析应用方面的新进展。

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