Probabilistic analysis of long-term loss incorporating maximum entropy method and analytical higher-order moments

被引:0
作者
Zhang Y. [1 ]
Li Y. [2 ]
Dong Y. [1 ,3 ]
机构
[1] Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University
[2] Department of Construction and Quality Management, School of Science and Technology, Hong Kong Metropolitan University
[3] Research Institute for Sustainable Urban Development, The Hong Kong Polytechnic University
来源
Journal of Infrastructure Preservation and Resilience | 2022年 / 3卷 / 01期
基金
中国国家自然科学基金;
关键词
Analytical higher-order moments; Long-term loss; Maximum entropy method; Moment generation function; Stochastic model of hazards;
D O I
10.1186/s43065-022-00052-7
中图分类号
学科分类号
摘要
Quantifying economic losses of civil infrastructures subjected to various hazards under a life-cycle context is of vital importance for risk assessment and management. In previous studies, the expected long-term loss has been widely applied as a standard decision criterion during the life-cycle analysis. However, the expectation may not be informative enough to illustrate uncertainties associated with the long-term loss. Therefore, the higher-order moments and the probability distribution should be investigated. In this paper, a probabilistic analysis framework is proposed to construct the probability density function and cumulative distribution function of long-term loss by assessing the analytical statistical moments. The stochastic renewal process is utilized to assess the long-term loss by considering uncertainties associated with stochastic occurrence and frequency of the hazards. Based on the maximum entropy method, the proposed approach shows superior efficiency to assess the probability distribution of long-term loss than crude Monte Carlo simulation. The probability distribution can be essential information for decision-making process of risk management. An illustrative example is investigated to show the probability density function of long-term loss of civil infrastructure subjected to hurricane hazards. A good agreement of results obtained by the proposed approach and Monte Carlo simulation has verified the accuracy and effectiveness of the proposed method. © The Author(s) 2022.
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共 55 条
[1]  
Giouvanidis A.I., Dong Y., Seismic loss and resilience assessment of single-column rocking bridges, Bull Earthq Eng, 18, pp. 4481-4513, (2020)
[2]  
Zhu D., Li Y., Dong Y., Yuan P., Long-term loss assessment of coastal bridges from hurricanes incorporating overturning failure mode, Adv. Bridge Eng, 2, 1, pp. 1-15, (2021)
[3]  
Cheng M., Frangopol D.M., Life-cycle optimization of structural systems based on cumulative prospect theory: Effects of the reference point and risk attitudes, Reliab Eng Syst Saf, (2021)
[4]  
Goda K., Hong H., Optimal seismic design considering risk attitude, societal tolerable risk level, and life quality criterion, J Struct Eng, 132, 12, pp. 2027-2035, (2006)
[5]  
Goda K., Hong H., Application of cumulative prospect theory: Implied seismic design preference, Struct Saf, 30, 6, pp. 506-516, (2008)
[6]  
Cheng M., Frangopol D.M., Life-cycle optimization of structural systems based on cumulative prospect theory: Effects of the reference point and risk attitudes, Reliab Eng Syst Saf, 218, (2022)
[7]  
Pandey M.D., Van Der Weide J., Stochastic renewal process models for estimation of damage cost over the life-cycle of a structure, Struct Saf, 67, pp. 27-38, (2017)
[8]  
Li Y., Dong Y., Qian J., Higher-order analysis of probabilistic long-term loss under nonstationary hazards, Reliab Eng Syst Saf, 203, (2020)
[9]  
Pandey M.D., van der Weide J., Probability distribution of the seismic damage cost over the life cycle of structures, Struct Saf, 72, pp. 74-83, (2018)
[10]  
Wang C., Zhang H., Probability-based estimate of tropical cyclone damage: An explicit approach and application to Hong Kong, China, Eng Struct, 167, pp. 471-480, (2018)