Atefe Darzi
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Atefe Darzi has a total of 21 co-authors. Here are the top co-authors by number of shared publications:
- Mohammad Reza Zolfaghari
K. N. Toosi University of Technology
4 shared publications - Birgir Hrafnkelsson
Faculty of Physical Sciences, University of Iceland, Reykjavik, Iceland
3 shared publications - Bjarni Bessason
Faculty of Civil and Environmental Engineering, University of Iceland, Reykjavík, ICELAND
3 shared publications Benedikt Halldorsson
2 shared publications- Benedikt Halldorsson
Icelandic Meteorological Office, Reykjavík, Iceland
2 shared publications - Donat Fäh
Swiss Seismological Service at ETH Zurich, ETH Zurich, Zurich, Switzerland
2 shared publications
Latest Publications
- 4 April 2025
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 23 (6) , 2765-2803
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data
- 4 April 2025
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 23 (6) , 2765-2803
Seismic vulnerability model development based on Bayesian parameter estimation: Application to the South Iceland loss data
- Open Access
- 15 March 2025
- Published by Copernicus GmbH
Accounting for Ground Motion Intensity Measures Uncertainty in empirical seismic vulnerability models
Accurate assessment of seismic vulnerability and fragility is essential for robust risk evaluation. However, uncertainty in the estimated ground-motion intensity often complicates this task. Traditional modeling approaches frequently rely on fixed, best-estimate intensity values. As a result, these methods may over- or underestimate damage probabilities at both lower and higher ground-motion intensities, leading to distorted risk estimates.The proposed method is applied to two Icelandic building-by-building datasets collected from seismic events in 2000 and 2008, enabling a direct comparison of structural performance across distinct earthquake scenarios. Through Markov Chain Monte Carlo (MCMC) simulations, we derive posterior distributions for the vulnerability parameters, effectively capturing the inherent variability in the Ims estimated by GMPE. By contrasting the results with those obtained using fixed ground-motion estimates, we demonstrate that neglecting intensity uncertainties can lead to less reliable vulnerability models.This Bayesian procedure thus offers a significant improvement in modeling accuracy, paving the way for more reliable risk estimates and resilience strategies. The findings underscore the importance of accounting for ground-motion uncertainty when calibrating vulnerability models, which in turn informs the development of seismic design guidelines, enhances damage prediction for future events, and supports informed policymaking for disaster preparedness and resource allocation.
- 15 March 2025
- Published by Copernicus GmbH
Open AccessAccounting for Ground Motion Intensity Measures Uncertainty in empirical seismic vulnerability models
Accurate assessment of seismic vulnerability and fragility is essential for robust risk evaluation. However, uncertainty in the estimated ground-motion intensity often complicates this task. Traditional modeling approaches frequently rely on fixed, best-estimate intensity values. As a result, these methods may over- or underestimate damage probabilities at both lower and higher ground-motion intensities, leading to distorted risk estimates.The proposed method is applied to two Icelandic building-by-building datasets collected from seismic events in 2000 and 2008, enabling a direct comparison of structural performance across distinct earthquake scenarios. Through Markov Chain Monte Carlo (MCMC) simulations, we derive posterior distributions for the vulnerability parameters, effectively capturing the inherent variability in the Ims estimated by GMPE. By contrasting the results with those obtained using fixed ground-motion estimates, we demonstrate that neglecting intensity uncertainties can lead to less reliable vulnerability models.This Bayesian procedure thus offers a significant improvement in modeling accuracy, paving the way for more reliable risk estimates and resilience strategies. The findings underscore the importance of accounting for ground-motion uncertainty when calibrating vulnerability models, which in turn informs the development of seismic design guidelines, enhances damage prediction for future events, and supports informed policymaking for disaster preparedness and resource allocation.
- 28 June 2024
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 183
Nationwide frequency-dependent seismic site amplification models for Iceland
- 28 June 2024
- Published by Elsevier in Soil Dynamics and Earthquake Engineering
- Vol. 183
Nationwide frequency-dependent seismic site amplification models for Iceland
- 9 November 2023
- Published by Springer Nature
- p. 171-192
Bayesian Modelling in Engineering Seismology: Spatial Earthquake Magnitude Model
- 9 November 2023
- Published by Springer Nature
- p. 171-192
Bayesian Modelling in Engineering Seismology: Spatial Earthquake Magnitude Model
- 7 October 2022
- Published by Oxford University Press (OUP) in Geophysical Journal International
- Vol. 232 (2) , 1236-1258
Calibration of a Bayesian spatio-temporal ETAS model to the June 2000 South Iceland seismic sequence
SUMMARY: The reliable forecasting of seismic sequences following a main shock has practical implications because effective post-event response is crucial in earthquake-stricken regions, aftershocks can progressively cause increased damage and compound economic losses. In the South Iceland Seismic Zone (SISZ), one of two large transform zones in Iceland where earthquake hazard is the highest, an intense seismic sequence took place during 17–24 June 2000, starting with a ${M}_{\rm{w}}$ 6.4 main shock on 17 June 2000, followed by another ${M}_{\rm{w}}$ 6.5 main shock four days later and on a different fault. Both earthquakes caused considerable damage and incurred heavy economic losses. They were immediately followed by intense aftershock activity on the causative faults and triggered earthquakes as far as 80 km away along the transform zone. To investigate the feasibility of forecasting the progression of such complex sequences, we calibrated a spatio-temporal epidemic-type aftershock sequence (ETAS) clustering model to the June 2000 seismic sequence in the framework of Bayesian statistics. Short-term seismicity forecasts were carried out for various forecasting intervals and compared with the observations, the first generated a few hours after the first main shock and followed by daily forecasts. The reliability of the early forecasts was seen to depend on the initial model parameters. By using an adaptive parameter inference approach where the posteriors from each preceding forecasting interval served as informative priors for the next, the fast convergence of the parametric values was ensured. As a result, the 16–84 percentile range of the forecasted number of events captured the actual number of observed events in all daily forecasts, and the model exhibited a strong spatial forecasting ability, even only a few hours after the main shock, and over all subsequent daily forecasts. We present the spatio-temporal ETAS parameters for the June 2000 sequence as ideal candidates of prior estimates for future operational earthquake forecasting of other Icelandic aftershock sequences. Past seismic sequences need to be analysed retrospectively to confirm the stability of the parameters of this study, effectively enable the application of the Bayesian ETAS model as an operational earthquake forecasting system for aftershocks in Iceland.- 7 October 2022
- Published by Oxford University Press (OUP) in Geophysical Journal International
- Vol. 232 (2) , 1236-1258
Calibration of a Bayesian spatio-temporal ETAS model to the June 2000 South Iceland seismic sequence
SUMMARY: The reliable forecasting of seismic sequences following a main shock has practical implications because effective post-event response is crucial in earthquake-stricken regions, aftershocks can progressively cause increased damage and compound economic losses. In the South Iceland Seismic Zone (SISZ), one of two large transform zones in Iceland where earthquake hazard is the highest, an intense seismic sequence took place during 17–24 June 2000, starting with a ${M}_{\rm{w}}$ 6.4 main shock on 17 June 2000, followed by another ${M}_{\rm{w}}$ 6.5 main shock four days later and on a different fault. Both earthquakes caused considerable damage and incurred heavy economic losses. They were immediately followed by intense aftershock activity on the causative faults and triggered earthquakes as far as 80 km away along the transform zone. To investigate the feasibility of forecasting the progression of such complex sequences, we calibrated a spatio-temporal epidemic-type aftershock sequence (ETAS) clustering model to the June 2000 seismic sequence in the framework of Bayesian statistics. Short-term seismicity forecasts were carried out for various forecasting intervals and compared with the observations, the first generated a few hours after the first main shock and followed by daily forecasts. The reliability of the early forecasts was seen to depend on the initial model parameters. By using an adaptive parameter inference approach where the posteriors from each preceding forecasting interval served as informative priors for the next, the fast convergence of the parametric values was ensured. As a result, the 16–84 percentile range of the forecasted number of events captured the actual number of observed events in all daily forecasts, and the model exhibited a strong spatial forecasting ability, even only a few hours after the main shock, and over all subsequent daily forecasts. We present the spatio-temporal ETAS parameters for the June 2000 sequence as ideal candidates of prior estimates for future operational earthquake forecasting of other Icelandic aftershock sequences. Past seismic sequences need to be analysed retrospectively to confirm the stability of the parameters of this study, effectively enable the application of the Bayesian ETAS model as an operational earthquake forecasting system for aftershocks in Iceland.- 10 June 2019
- Published by Springer Nature in Journal of Seismology
- Vol. 23 (4) , 819-837
A prediction model for vertical-to-horizontal ratios of PGA, PGV, and 5%-damped response spectra (0.01–10 s) for Iran
- 10 June 2019
- Published by Springer Nature in Journal of Seismology
- Vol. 23 (4) , 819-837
A prediction model for vertical-to-horizontal ratios of PGA, PGV, and 5%-damped response spectra (0.01–10 s) for Iran
- 7 May 2019
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 17 (7) , 3615-3635
Ground-motion models for predicting vertical components of PGA, PGV and 5%-damped spectral acceleration (0.01–10 s) in Iran
- 7 May 2019
- Published by Springer Nature in Bulletin of Earthquake Engineering
- Vol. 17 (7) , 3615-3635
Ground-motion models for predicting vertical components of PGA, PGV and 5%-damped spectral acceleration (0.01–10 s) in Iran
- 2 April 2019
- Published by Seismological Society of America (SSA) in Bulletin of the Seismological Society of America
- Vol. 109 (3) , 1041-1057
An Empirical Ground‐Motion Model for Horizontal PGV, PGA, and 5% Damped Elastic Response Spectra (0.01–10 s) in Iran
Presented herein is a new set of empirical models for prediction of horizontal peak ground velocity (PGV), peak ground acceleration (PGA), and 5% damped elastic response spectra in the 0.01–10 s vibration period range in Iran. The models are based on a carefully curated databank of Iranian strong ground motions composed of 1350 pairs of orthogonal horizontal acceleration time histories from 370 regional earthquakes with and source‐to‐site distances up to 200 km. The adaptive wavelet denoising approach used for waveform processing in this study allows extending the range of oscillator periods for which predictions can be made. We investigated the possible regional dependency of strong ground motions from three different regions (Alborz–Azerbaijan–Kopeh Dagh, Zagros, and central Iran–Makran) of the Iranian plateau through analysis of variance. Our results show that data from these regions can be combined into a single database because only a few magnitude–distance intervals exhibit significant regional differences. Local site effects are taken into account using a site classification scheme based on . The predictive models also include style‐of‐faulting (SoF) terms. Because of the paucity of data for normal‐faulting events, the applicability of the proposed attenuation models is limited to unspecified, strike‐slip, and reverse SoFs. We propose four models that employ point‐source (hypocentral and epicentral) and extended‐source (rupture and Joyner–Boore) distance metrics to enhance the flexibility of the prediction tool within the context of seismic hazard assessment studies. The results of between‐event and within‐event residuals show that the proposed new models are unbiased. We present a detailed comparison of our results with a selection of local, regional, and global predictive models developed by other authors.- 2 April 2019
- Published by Seismological Society of America (SSA) in Bulletin of the Seismological Society of America
- Vol. 109 (3) , 1041-1057
An Empirical Ground‐Motion Model for Horizontal PGV, PGA, and 5% Damped Elastic Response Spectra (0.01–10 s) in Iran
Presented herein is a new set of empirical models for prediction of horizontal peak ground velocity (PGV), peak ground acceleration (PGA), and 5% damped elastic response spectra in the 0.01–10 s vibration period range in Iran. The models are based on a carefully curated databank of Iranian strong ground motions composed of 1350 pairs of orthogonal horizontal acceleration time histories from 370 regional earthquakes with and source‐to‐site distances up to 200 km. The adaptive wavelet denoising approach used for waveform processing in this study allows extending the range of oscillator periods for which predictions can be made. We investigated the possible regional dependency of strong ground motions from three different regions (Alborz–Azerbaijan–Kopeh Dagh, Zagros, and central Iran–Makran) of the Iranian plateau through analysis of variance. Our results show that data from these regions can be combined into a single database because only a few magnitude–distance intervals exhibit significant regional differences. Local site effects are taken into account using a site classification scheme based on . The predictive models also include style‐of‐faulting (SoF) terms. Because of the paucity of data for normal‐faulting events, the applicability of the proposed attenuation models is limited to unspecified, strike‐slip, and reverse SoFs. We propose four models that employ point‐source (hypocentral and epicentral) and extended‐source (rupture and Joyner–Boore) distance metrics to enhance the flexibility of the prediction tool within the context of seismic hazard assessment studies. The results of between‐event and within‐event residuals show that the proposed new models are unbiased. We present a detailed comparison of our results with a selection of local, regional, and global predictive models developed by other authors.- 1 April 2019
- Published by Springer Nature in Pure and Applied Geophysics
- Vol. 176 (8) , 3509-3531
An Automatic Procedure to Determine the Fundamental Site Resonance: Application to the Iranian Strong Motion Network
- 1 April 2019
- Published by Springer Nature in Pure and Applied Geophysics
- Vol. 176 (8) , 3509-3531
An Automatic Procedure to Determine the Fundamental Site Resonance: Application to the Iranian Strong Motion Network