Impact of ground motion uncertainty evolution from post-earthquake data on building damage assessment

Jorge-Mario Lozano, Iris Tien, Elliot Nichols, J. D. Frost
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Abstract

Accurate damage assessment after an earthquake is crucial for effective emergency response. Using ground motion information enables rapid building damage assessment when detailed damage data are unavailable. While uncertainty in earthquake parameters plays a significant role in the accuracy of rapid estimations, it is usually treated as a constant parameter rather than as a dynamic parameter that considers the amount of ground motion data collected that evolve over time. This work investigates the impact of incorporating evolving ground motion uncertainty in ground motion estimations from US Geological Survey’s (USGS) ShakeMap on post-disaster damage assessments from two methodologies: the revised Thiel–Zsutty (TZR) model and Federal Emergency Management Agency’s (FEMA) Hazus. Using data from the 2020 Indios earthquake in Puerto Rico and the 2014 Napa earthquake, we find that changes in uncertainty in estimates of peak ground acceleration reach 65% between early and late versions of the ShakeMap. We propose a process to integrate this evolution with the two damage assessment methodologies through a Monte Carlo simulation-based approach, demonstrating that it is critical to introduce dynamic ground motion uncertainty in the damage assessment process to avoid propagating unreliable measures. Both methodologies show that resulting damage estimates can be characterized by narrower distributions, indicative of reduced uncertainty and increased precision in damage estimates. For the TZR model, an improved estimate of post-disaster loss is achieved with narrower bounds in distributions of expected high scenario loss. For Hazus, the results show potential changes in the most probable damage state with an average change of 13% in the most probable damage state. The described methodology also demonstrates how uncertainty in the resulting damage state distributions can be reduced compared with the use of the current Hazus methodology.
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震后数据中地面运动不确定性的演变对建筑物损害评估的影响
地震发生后,准确的损失评估对于有效的应急响应至关重要。在没有详细破坏数据的情况下,利用地动信息可以快速评估建筑物的破坏情况。虽然地震参数的不确定性对快速估算的准确性起着重要作用,但它通常被视为一个恒定参数,而不是一个动态参数,即考虑到所收集的地动数据量会随着时间的推移而变化。这项工作研究了在美国地质调查局(USGS)ShakeMap 的地动估算中加入地动不确定性的演变对两种方法的灾后损害评估的影响,这两种方法是:修订的 Thiel-Zsutty (TZR) 模型和联邦紧急事务管理局(FEMA)的 Hazus。利用 2020 年波多黎各 Indios 地震和 2014 年纳帕地震的数据,我们发现在 ShakeMap 早期版本和晚期版本之间,峰值地面加速度估计值的不确定性变化高达 65%。我们提出了一个流程,通过基于蒙特卡罗模拟的方法将这种演变与两种损害评估方法结合起来,证明在损害评估流程中引入动态地动不确定性以避免传播不可靠的测量结果至关重要。这两种方法都表明,由此得出的损失估算值的分布范围更窄,表明损失估算的不确定性降低,精度提高。就 TZR 模型而言,通过缩小预期高场景损失的分布范围,可以改进灾后损失估计。对于 Hazus 模型,结果显示最可能的损失状态有可能发生变化,最可能的损失状态平均变化 13%。与使用当前的 Hazus 方法相比,所述方法还展示了如何减少由此产生的损害状态分布的不确定性。
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