Aug 2026· Earthquake spectra· Vol 42· 0 citations· 40 references
Abstract
Building safety inspections can be an impeding determinant of post‐earthquake recovery, yet their durations remain inadequately quantified because fine‐grained operational data are rarely available. Here, we present a probabilistic Bayesian framework to quantify building‐level inspection time, calibrated against a comprehensive multiagency dataset from the 2010–2011 Canterbury Earthquake Sequence (CES) in Christchurch, New Zealand. Using Markov chain Monte Carlo (MCMC) inference, we represent inspection timeframes as stochastic processes and infer marginal posterior distributions that jointly characterize aleatory variability and epistemic uncertainty in post‐disaster operations. The resulting posteriors distinguish the temporal signatures of rapid building assessment (RBA) and detailed damage evaluation (DDE) protocols and reveal strongly upper‐tailed delays driven predominantly by institutional and logistical frictions beyond damage state alone. By providing empirically derived probability curves for inspection time, the framework enhances the fidelity of regional recovery simulations and offers emergency managers an evidential basis for capacity planning, resource mobilization, and inspection strategies designed to accelerate community recovery after future earthquakes.
Reliable seismic fragility assessments are essential for risk application, however, within empirical framework it is hard challenging due to the reliability of exposure information and to the need to account explicitly for uncertainty in ground motion intensity. This study develops an integrated method combining mach...
C. del Gaudio, G. Verderame· Bulletin of Earthquake Engin...· 0 citations
Postearthquake decisions regarding the repair, retrofit, and safety of damaged infrastructure often rely on accurate estimates of structural response demands. These estimates are highly sensitive to uncertain material parameters whose true values often deviate from those used in the numerical model. This study propos...
Budhaditya De, Muneera Al-Adsani, Henry V. Burton· Journal of engineering mecha...· 0 citations
. Indonesia requires precise seismic hazard assessments to mitigate risks from extreme tectonic plate convergence. Currently, standard mapping heavily relies on time-independent Poisson models, which ignore the elapsed time since historical earthquakes and fail to capture cyclic fault behavior. Updating national hazard...
Rafif Rahmat Ramadhan, R. Wulandari, Yudha Styawan et al.· EKSAKTA Berkala Ilmiah Bidan...· 0 citations
Natural disasters frequently inflict severe damage to the built environment, which demands a rapid, reliable, and cost-effective damage assessment for emergency response. However, traditional methods for post-disaster damage assessment often rely on static, labor-intensive data collection strategies that can be prohibi...
Boyang Xu, M. R. Gahrooei, M. Ilbeigi et al.· 0 citations
Dam breach modelling is central to flood risk assessment, yet the empirical models commonly used for estimating breach parameters display considerable variability and uncertainty. This review evaluates the performance of widely applied empirical dam breach models and identifies those that consistently show lower unce...
Saffron B. Catterick, C. Iliadis, V. Glenis· River· 0 citations
This paper presents a mechanics-informed, data-driven framework for modeling liquefaction-induced disruption of roadway networks following a magnitude-9 earthquake on the Cascadia Subduction Zone (CSZ). Liquefaction hazard is predicted using a geospatial liquefaction model trained on more than 37,000 cone penetration t...
M. D. Sanger, O. Blaze-Smith, B. W. Maurer et al.· 0 citations
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