Decision-making for civil infrastructure exposed to low-probability, high-consequence hazards: The role of risk-aversion

被引:0
作者
Cha, E. J. [1 ]
Ellingwood, B. R. [1 ]
机构
[1] Georgia Inst Technol, Atlanta, GA 30332 USA
来源
APPLICATIONS OF STATISTICS AND PROBABILITY IN CIVIL ENGINEERING | 2011年
关键词
SEISMIC DESIGN; PROSPECT-THEORY; RELIABILITY; PREFERENCE; LEVEL;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The assessment of risk to civil infrastructure has two components: probability of a potentially damaging event and consequence of damage, measured in terms of financial or human losses. Decision models that have been developed and implemented during the past three decades take into account the probabilistic aspect rationally, but address decision-maker attitudes toward risk only to a limited degree. The application of such models to decisions involving low-probability, high-consequence events affecting civil infrastructure requires a fundamental understanding of risk acceptance attitudes and how they affect individual and group choices. The phenomenon of risk aversion may be a significant factor in decisions for civil infrastructure exposed to low-probability events with high consequences, such as earthquakes, hurricanes or floods. This paper utilizes cumulative prospect theory to investigate characteristics of risk-aversion that can be inferred from risk pricing techniques in the insurance industry and explores the role of risk-aversion in assurance of structural safety.
引用
收藏
页码:840 / 847
页数:8
相关论文
共 23 条
[1]  
[Anonymous], 2003, Open-File 4459
[2]  
[Anonymous], CATASTROPHE RISK INS
[3]  
Arrow, 1971, ESSAYS THEORY RISK B
[4]   Risk-benefit-based design decisions for low-probability/high consequence earthquake events in Mid-America [J].
Ellingwood, BR ;
Wen, YK .
PROGRESS IN STRUCTURAL ENGINEERING AND MATERIALS, 2005, 7 (02) :56-70
[5]   LRFD: implementing structural reliability in professional practice [J].
Ellingwood, BR .
ENGINEERING STRUCTURES, 2000, 22 (02) :106-115
[6]   Implied preference for seismic design level and earthquake insurance [J].
Goda, K. ;
Hong, H. P. .
RISK ANALYSIS, 2008, 28 (02) :523-537
[7]   Ootimal seismic design considering risk attitude, societal tolerable risk level, and life quality criterion [J].
Goda, K. ;
Hong, H. P. .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2006, 132 (12) :2027-2035
[8]   Optimal seismic design for limited planning time horizon with detailed seismic hazard information [J].
Goda, K ;
Hong, HP .
STRUCTURAL SAFETY, 2006, 28 (03) :247-260
[9]   Application of cumulative prospect theory: Implied seismic design preference [J].
Goda, K. ;
Hong, H. P. .
STRUCTURAL SAFETY, 2008, 30 (06) :506-516
[10]   Assessment of ductility demand and reliability of bilinear single-degree-of-freedom systems under earthquake loading [J].
Hong, H. P. ;
Hong, P. .
CANADIAN JOURNAL OF CIVIL ENGINEERING, 2007, 34 (12) :1606-1615