System‐reliability‐based disaster resilience analysis for structures considering aleatory uncertainties in external loads

S. Yi, Taeyong Kim
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Abstract

The concept of disaster resilience is getting more prominent in the era of climate change due to the increase in the intensities and uncertainties of disaster events. To effectively assess the holistic capacity of structural systems, a disaster resilience analysis framework has been developed from a system‐reliability‐based perspective. The framework evaluates resilience in terms of reliability, redundancy, and recoverability and provides quantitative indices of reliability and redundancy for structures with a resilience threshold. Although this framework enables the comprehensive evaluation of disaster resilience performance, practical applications of such concepts to the structures subjected to dynamic excitations with large aleatory uncertainty, such as earthquakes, remain challenging. This study develops a framework to assess the resilience performance of structures by taking into account the aleatory uncertainties in external forces. Along with the development of reliability and redundancy curves that can effectively accommodate such excitations, a new resilience threshold representation is proposed to incorporate recoverability in the decision‐making process. Moreover, we provide efficient procedures for calculating the reliability and redundancy curves to alleviate the computational complexity during the resilience analysis. Two earthquake application examples are presented targeting a nine‐story building and a cable‐stayed bridge system to demonstrate the enhanced practical applicability of the proposed framework.
考虑外部荷载变化不确定性的结构系统可靠性抗灾分析
在气候变化时代,由于灾害事件的强度和不确定性的增加,灾害恢复力的概念变得更加突出。为了有效地评估结构系统的整体能力,从基于系统可靠性的角度开发了一个灾害恢复分析框架。该框架从可靠性、冗余度和可恢复性方面评估弹性,并为具有弹性阈值的结构提供可靠性和冗余度的定量指标。尽管该框架能够全面评估抗灾性能,但将这些概念应用于具有较大不确定性的动态激励(如地震)的结构的实际应用仍然具有挑战性。本研究开发了一个框架,以评估弹性性能的结构,考虑到在外力的不确定性。随着可靠性和冗余曲线的发展,可以有效地适应这种激励,提出了一种新的弹性阈值表示,将可恢复性纳入决策过程。此外,我们还提供了计算可靠性和冗余曲线的有效方法,以减轻弹性分析过程中的计算复杂度。以一座九层建筑和斜拉桥系统为例,给出了两个地震应用实例,以证明所提出的框架具有增强的实际适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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