Scalable risk assessment of large infrastructure systems with spatially correlated components

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

Externe Organisationen

  • Universität Sydney
  • Harbin Institute of Technology
  • The University of Liverpool
  • Tongji University
Forschungs-netzwerk anzeigen

Details

OriginalspracheEnglisch
Aufsatznummer102311
FachzeitschriftStructural safety
Jahrgang101
Frühes Online-Datum24 Dez. 2022
PublikationsstatusVeröffentlicht - März 2023

Abstract

Risk assessment of spatially distributed infrastructure systems under natural hazards shall treat the performance of individual components as stochastically correlated due to the common engineering practice in the community including similarities in building design code, regulatory practices, construction materials, construction technologies, and the practices of local contractors. Modelling the spatially correlated damages of an infrastructure system with many components can be computationally expensive. This study addresses the scalability issue of risk analysis of large-scale systems by developing an interpolation technique. The basic idea is to sample a portion of components in the systems and evaluate their correlated damages accurately, while the damages of remaining components are interpolated from the sampled components. The new method can handle not only linear systems, but also systems with complex connectivity such as utility networks. Two examples are presented to demonstrate the proposed method, including cyclone loss assessment of the building portfolios in a virtual community, and connectivity analysis of an electric power system under a scenario cyclone event.

ASJC Scopus Sachgebiete

Zitieren

Scalable risk assessment of large infrastructure systems with spatially correlated components. / Zeng, Diqi; Zhang, Hao; Dai, Hongzhe et al.
in: Structural safety, Jahrgang 101, 102311, 03.2023.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Zeng D, Zhang H, Dai H, Beer M. Scalable risk assessment of large infrastructure systems with spatially correlated components. Structural safety. 2023 Mär;101:102311. Epub 2022 Dez 24. doi: 10.1016/j.strusafe.2022.102311
Zeng, Diqi ; Zhang, Hao ; Dai, Hongzhe et al. / Scalable risk assessment of large infrastructure systems with spatially correlated components. in: Structural safety. 2023 ; Jahrgang 101.
Download
@article{0f5491f79b3041ac9a2b65cebf782d48,
title = "Scalable risk assessment of large infrastructure systems with spatially correlated components",
abstract = "Risk assessment of spatially distributed infrastructure systems under natural hazards shall treat the performance of individual components as stochastically correlated due to the common engineering practice in the community including similarities in building design code, regulatory practices, construction materials, construction technologies, and the practices of local contractors. Modelling the spatially correlated damages of an infrastructure system with many components can be computationally expensive. This study addresses the scalability issue of risk analysis of large-scale systems by developing an interpolation technique. The basic idea is to sample a portion of components in the systems and evaluate their correlated damages accurately, while the damages of remaining components are interpolated from the sampled components. The new method can handle not only linear systems, but also systems with complex connectivity such as utility networks. Two examples are presented to demonstrate the proposed method, including cyclone loss assessment of the building portfolios in a virtual community, and connectivity analysis of an electric power system under a scenario cyclone event.",
keywords = "Community resilience, Probabilistic risk assessment, Random field, Structural reliability",
author = "Diqi Zeng and Hao Zhang and Hongzhe Dai and Michael Beer",
note = "Funding Information: This research has been supported by the Faculty of Engineering and IT PhD Research Scholarship from the University of Sydney, Australia . This support is gratefully acknowledged.",
year = "2023",
month = mar,
doi = "10.1016/j.strusafe.2022.102311",
language = "English",
volume = "101",
journal = "Structural safety",
issn = "0167-4730",
publisher = "Elsevier",

}

Download

TY - JOUR

T1 - Scalable risk assessment of large infrastructure systems with spatially correlated components

AU - Zeng, Diqi

AU - Zhang, Hao

AU - Dai, Hongzhe

AU - Beer, Michael

N1 - Funding Information: This research has been supported by the Faculty of Engineering and IT PhD Research Scholarship from the University of Sydney, Australia . This support is gratefully acknowledged.

PY - 2023/3

Y1 - 2023/3

N2 - Risk assessment of spatially distributed infrastructure systems under natural hazards shall treat the performance of individual components as stochastically correlated due to the common engineering practice in the community including similarities in building design code, regulatory practices, construction materials, construction technologies, and the practices of local contractors. Modelling the spatially correlated damages of an infrastructure system with many components can be computationally expensive. This study addresses the scalability issue of risk analysis of large-scale systems by developing an interpolation technique. The basic idea is to sample a portion of components in the systems and evaluate their correlated damages accurately, while the damages of remaining components are interpolated from the sampled components. The new method can handle not only linear systems, but also systems with complex connectivity such as utility networks. Two examples are presented to demonstrate the proposed method, including cyclone loss assessment of the building portfolios in a virtual community, and connectivity analysis of an electric power system under a scenario cyclone event.

AB - Risk assessment of spatially distributed infrastructure systems under natural hazards shall treat the performance of individual components as stochastically correlated due to the common engineering practice in the community including similarities in building design code, regulatory practices, construction materials, construction technologies, and the practices of local contractors. Modelling the spatially correlated damages of an infrastructure system with many components can be computationally expensive. This study addresses the scalability issue of risk analysis of large-scale systems by developing an interpolation technique. The basic idea is to sample a portion of components in the systems and evaluate their correlated damages accurately, while the damages of remaining components are interpolated from the sampled components. The new method can handle not only linear systems, but also systems with complex connectivity such as utility networks. Two examples are presented to demonstrate the proposed method, including cyclone loss assessment of the building portfolios in a virtual community, and connectivity analysis of an electric power system under a scenario cyclone event.

KW - Community resilience

KW - Probabilistic risk assessment

KW - Random field

KW - Structural reliability

UR - http://www.scopus.com/inward/record.url?scp=85145656150&partnerID=8YFLogxK

U2 - 10.1016/j.strusafe.2022.102311

DO - 10.1016/j.strusafe.2022.102311

M3 - Article

AN - SCOPUS:85145656150

VL - 101

JO - Structural safety

JF - Structural safety

SN - 0167-4730

M1 - 102311

ER -

Von denselben Autoren