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Computationally efficient fragility assessment using equivalent elastic limit state and Bayesian updating

机译:使用等效弹性极限状态和贝叶斯更新的计算有效的脆性评估

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摘要

Conventionally, the seismic response of primary structures such as buildings and secondary systems such as piping is evaluated through uncoupled analyses. Many studies have illustrated that the two systems interact in many different ways (mass interaction, non-classical damping, phasing, etc.). An analysis of the coupled system is not only rational but also eliminates the excessive conservatism that exists in an uncoupled analysis. Consequently, fragility assessments based on uncoupled analysis are also incorrect and a coupled analysis must be conducted in such evaluations. However, nonlinear analyses of such complex systems particularly in the context of fragility assessment, which requires a large number of nonlinear analyses, becomes computationally prohibitive. Tadinada and Gupta (2017) presented an equivalent elastic limit state concept with an intent to reduce the computational effort needed in these assessments and yet evaluate the seismic fragility with sufficient accuracy. This paper outlines some of the limitations that have been experienced in the use of originally proposed equivalent limit-state formulation and, presents valuable enhancements. The novel contribution of this study is focused on accounting for the effect of uncertainty in nonlinear characteristics and the effect of non-classical damping. Unlike the originally proposed formulation, the proposed formulation also considers the asymmetric variation of the equivalent limit state with respect to tuning ratio. Furthermore, a Bayesian approach is incorporated into the proposed methodology for increasing the accuracy of seismic fragilities in the case of tuned or nearly tuned primary-secondary systems. Numerical examples are used to illustrate that the modified form improves the accuracy for both the tuned and the detuned systems. In summary, the proposed approach provides an efficient framework of seismic fragility assessment and risk evaluation for coupled systems. (C) 2017 Elsevier Ltd. All rights reserved.
机译:按照惯例,通过非耦合分析来评估诸如建筑物之类的主要结构和诸如管道之类的次级系统的地震响应。许多研究表明,这两个系统以许多不同的方式相互作用(质量相互作用,非经典阻尼,定相等)。耦合系统的分析不仅是合理的,而且消除了非耦合分析中存在的过度保守性。因此,基于非耦合分析的脆弱性评估也是不正确的,因此必须在此类评估中进行耦合分析。但是,这种复杂系统的非线性分析,特别是在易碎性评估的情况下,需要大量的非线性分析,因而在计算上变得过分禁止。 Tadinada和Gupta(2017)提出了等效的弹性极限状态概念,旨在减少这些评估所需的计算量,同时以足够的精度评估地震脆性。本文概述了使用最初提出的等效极限状态公式时遇到的一些限制,并提出了有价值的改进。这项研究的新颖贡献集中在说明非线性特性不确定性的影响和非经典阻尼的影响。与最初提出的公式不同,提出的公式还考虑了等效极限状态相对于调谐比的不对称变化。此外,将贝叶斯方法结合到所提出的方法中,以在调谐或几乎调谐的一次-二次系统的情况下提高地震脆弱性的准确性。数值示例用来说明修改后的形式提高了调谐系统和失谐系统的精度。总之,所提出的方法为耦合系统提供了地震易损性评估和风险评估的有效框架。 (C)2017 Elsevier Ltd.保留所有权利。

著录项

  • 来源
    《Computers & Structures》 |2018年第2期|1-11|共11页
  • 作者

    Kwag Shinyoung; Gupta Abhinav;

  • 作者单位

    North Carolina State Univ, Raleigh, NC 27695 USA;

    North Carolina State Univ, Raleigh, NC 27695 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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