Foulser-Piggott Roxane, Bowman Gary, Hughes Martin
School of Mathematics and Physics, University of Queensland, Brisbane, Queensland, Australia.
Bond Business School, Bond University, Gold Coast, Queensland, Australia.
Risk Anal. 2020 Jan;40(1):169-182. doi: 10.1111/risa.12919. Epub 2017 Oct 11.
A better understanding of the uncertainty that exists in models used for seismic risk assessment is critical to improving risk-based decisions pertaining to earthquake safety. Current models estimating the probability of collapse of a building do not consider comprehensively the nature and impact of uncertainty. This article presents a model framework to enhance seismic risk assessment and thus gives decisionmakers a fuller understanding of the nature and limitations of the estimates. This can help ensure that risks are not over- or underestimated and the value of acquiring accurate data is appreciated fully. The methodology presented provides a novel treatment of uncertainties in input variables, their propagation through the model, and their effect on the results. The study presents ranges of possible annual collapse probabilities for different case studies on buildings in different parts of the world, exposed to different levels of seismicity, and with different vulnerabilities. A global sensitivity analysis was conducted to determine the significance of uncertain variables. Two key outcomes are (1) that the uncertainty in ground-motion conversion equations has the largest effect on the uncertainty in the calculation of annual collapse probability; and (2) the vulnerability of a building appears to have an effect on the range of annual collapse probabilities produced, i.e., the level of uncertainty in the estimate of annual collapse probability, with less vulnerable buildings having a smaller uncertainty.
更好地理解用于地震风险评估的模型中存在的不确定性,对于改进与地震安全相关的基于风险的决策至关重要。当前估计建筑物倒塌概率的模型并未全面考虑不确定性的性质和影响。本文提出了一个模型框架来加强地震风险评估,从而使决策者更全面地理解估计值的性质和局限性。这有助于确保风险既不会被高估也不会被低估,并且能充分认识到获取准确数据的价值。所提出的方法对输入变量中的不确定性、它们在模型中的传播以及它们对结果的影响进行了新颖的处理。该研究给出了针对世界不同地区、遭受不同地震活动水平且具有不同脆弱性的建筑物的不同案例研究的可能年倒塌概率范围。进行了全局敏感性分析以确定不确定变量的重要性。两个关键结果是:(1)地面运动转换方程中的不确定性对年倒塌概率计算中的不确定性影响最大;(2)建筑物的脆弱性似乎会对所产生的年倒塌概率范围产生影响,即年倒塌概率估计中的不确定性水平,较不易受损的建筑物不确定性较小。