Fragility of transport assets exposed to multiple hazards: State-of-the-art review toward infrastructural resilience

被引:184
作者
Argyroudis, Sotirios A. [1 ,2 ]
Mitoulis, Stergios A. [1 ]
Winter, Mike G. [3 ,4 ,5 ]
Kaynia, Amir M. [6 ,7 ]
机构
[1] Univ Surrey, Dept Civil & Environm Engn, Guildford, Surrey, England
[2] Aristotle Univ Thessaloniki, Dept Civil Engn, Thessaloniki, Greece
[3] TRL, Edinburgh, Midlothian, Scotland
[4] Winter Associates, Edinburgh, Midlothian, Scotland
[5] Univ Portsmouth, Portsmouth, Hants, England
[6] Norwegian Univ Sci & Technol NTNU, Dept Struct Engn, Trondheim, Norway
[7] NGI, Oslo, Norway
基金
欧盟地平线“2020”;
关键词
Fragility functions; Reliability in quantitative risk analysis; Highway and roadway infrastructure; Numerical modelling; Earthquakes; Landslides; Liquefaction; Flooding; Scouring; Multiple hazards; SOIL-STRUCTURE INTERACTION; SEISMIC RISK-ASSESSMENT; HIGHWAY BRIDGES; ROAD NETWORK; VULNERABILITY EVALUATION; PHYSICAL VULNERABILITY; EMERGENCY MANAGEMENT; NATURAL HAZARDS; SUPPORT-SYSTEM; CLIMATE-CHANGE;
D O I
10.1016/j.ress.2019.106567
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Vulnerability is a fundamental component of risk and its understanding is important for characterising the reliability of infrastructure assets and systems and for mitigating risks. The vulnerability analysis of infrastructure exposed to natural hazards has become a key area of research due to the critical role that infrastructure plays for society and this topic has been the subject of significant advances from new data and insights following recent disasters. Transport systems, in particular, are highly vulnerable to natural hazards, and the physical damage of transport assets may cause significant disruption and socioeconomic impact. More importantly, infrastructure assets comprise Systems of Assets (SoA), i.e. a combination of interdependent assets exposed not to one, but to multiple hazards, depending on the environment within which these reside. Thus, it is of paramount importance for their reliability and safety to enable fragility analysis of SoA subjected to a sequence of hazards. In this context, and after understanding the absence of a relevant study, the aim of this paper is to review the recent advances on fragility assessment of critical transport infrastructure subject to diverse geotechnical and climatic hazards. The effects of these hazards on the main transport assets are summarised and common damage modes are described. Frequently in practice, individual fragility functions for each transport asset are employed as part of a quantitative risk analysis (QRA) of the infrastructure. A comprehensive review of the available fragility functions is provided for different hazards. Engineering advances in the development of numerical fragility functions for individual assets are discussed including soil-structure interaction, deterioration, and multiple hazard effects. The concept of SoA in diverse ecosystems is introduced, where infrastructure is classified based on (i) the road capacity and speed limits and (ii) the geomorphological and topographical conditions. A methodological framework for the development of numerical fragility functions of SoA under multiple hazards is proposed and demonstrated. The paper concludes by detailing the opportunities for future developments in the fragility analysis of transport SoA under multiple hazards, which is of paramount importance in decision-making processes around adaptation, mitigation, and recovery planning in respect of geotechnical and climatic hazards.
引用
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页数:22
相关论文
共 208 条
[1]  
ALA (American Lifelines Association), 2001, SEISM FRAG FORM WAT, P104
[2]   Aftershock risk assessment and the decision to open traffic on bridges [J].
Alessandri, S. ;
Giannini, R. ;
Paolacci, F. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (15) :2255-2275
[3]   Performance Evaluation of Deteriorating Highway Bridges Located in High Seismic Areas [J].
Alipour, Azadeh ;
Shafei, Behrouz ;
Shinozuka, Masanobu .
JOURNAL OF BRIDGE ENGINEERING, 2011, 16 (05) :597-611
[4]  
Almufti I., 2013, RESILIENCE BASED EAR, DOI DOI 10.13140/RG.2.2.20267.75043
[5]   Seismic analysis of motorway bridges accounting for key structural components and nonlinear soil-structure interaction [J].
Anastasopoulos, I. ;
Sakellariadis, L. ;
Agalianos, A. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2015, 78 :127-141
[6]   Seismic Behavior of Corroded RC Bridges: Review and Research Gaps [J].
Andisheh, Kaveh ;
Scott, Allan ;
Palermo, Alessandro .
INTERNATIONAL JOURNAL OF CORROSION, 2016, 2016
[7]  
[Anonymous], 2011, 242701 NCHRP NAT AC
[8]  
[Anonymous], 2012, JRC72217
[9]  
[Anonymous], 2015, J PERFORM CONSTR FAC
[10]  
[Anonymous], 2016, FLOOD STORM DESM