基于概率分析的隔震结构失效机制研究

FAILURE MECHANISM OF ISOLATION STRUCTURE BASED ON PROBABILITY ANALYSIS

  • 摘要: 隔震结构体系是近年来快速发展的建筑结构防灾减灾的重要手段,但其跟抗震结构体系有着不同的失效机制,需要结合上部结构失效、隔震层失效等方面进行研究。以提高隔震结构抗震性能为目标,该文提出从地震作用反应和结构抗力出发,基于概率安全评价(Probability Safety Assessment, PSA)建立需求模型和失效概率模型,通过易损性分析讨论隔震结构四种失效模式的失效概率和最大破坏概率,找出结构最弱失效模式,并对模型薄弱位置进行优化,从而提高隔震结构的可靠度。以构造算例和工程算例为对象,建立需求函数、失效概率函数和最大破坏概率函数,研究其在不同地震水准下的失效机制,并做优化提升,表明了方法的可行性。

     

    Abstract: Seismic isolation structure system is an important means of disaster prevention and mitigation, which has developed rapidly in recent years. But its failure mechanism is different with other seismic structural system, and needs to be studied in combination with the superstructure and the isolation layer. The demand model and failure probability model of an isolated structure are established based on probabilistic safety assessment (PSA). According to the failure probability and the associated maximum damage probabilities of four failure modes of structure through vulnerability analysis, the weakest failure mode and optimized structure are found, so that the reliability of the isolated structure can be greatly improved. The demand function, failure probability function and maximum damage probability function are established based on a generic example and a practical engineering project, then the failure mechanism is studied, and the structure is optimized based on the presented theory, which shows the feasibility of the presented method.

     

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