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NGA-subduction global ground motion models with regional adjustment factors
We develop semi-empirical ground motion models (GMMs) for peak ground acceleration,
peak ground velocity, and 5%-damped pseudo-spectral accelerations for periods from 0.01 …
peak ground velocity, and 5%-damped pseudo-spectral accelerations for periods from 0.01 …
Summary of the Abrahamson and Gulerce NGA-SUB ground-motion model for subduction earthquakes
A set of region-specific ground-motion models (GMMs) for subduction zone earthquakes are
developed based on the database compiled by the Pacific Earthquake Engineering …
developed based on the database compiled by the Pacific Earthquake Engineering …
Overview and introduction to development of non-ergodic earthquake ground-motion models
This paper provides an overview and introduction to the development of non-ergodic ground-
motion models, GMMs. It is intended for a reader who is familiar with the standard approach …
motion models, GMMs. It is intended for a reader who is familiar with the standard approach …
Local site effects and incremental damage of buildings during the 2016 Central Italy earthquake sequence
The Central Italy earthquake sequence initiated on 24 August 2016 with a moment
magnitude M 6.1 event, followed by two earthquakes (M 5.9 and M 6.5) on 26 and 30 …
magnitude M 6.1 event, followed by two earthquakes (M 5.9 and M 6.5) on 26 and 30 …
A revised ground‐motion prediction model for shallow crustal earthquakes in Italy
This work aims to revise the ground‐motion model for shallow crustal earthquakes in Italy
(hereinafter, ITA10), calibrated in the magnitude range 4.0–6.9 using strong‐motion data …
(hereinafter, ITA10), calibrated in the magnitude range 4.0–6.9 using strong‐motion data …
PRENOLIN: International benchmark on 1D nonlinear site‐response analysis—Validation phase exercise
This article presents the main results of the validation phase of the PRENOLIN project.
PRENOLIN is an international benchmark on 1D nonlinear (NL) site‐response analysis. This …
PRENOLIN is an international benchmark on 1D nonlinear (NL) site‐response analysis. This …
Ergodic site amplification model for central and eastern North America
The United States Geological Survey national seismic hazard maps have historically been
produced for a reference site condition of VS 30= 760 m/s. For other site conditions, site …
produced for a reference site condition of VS 30= 760 m/s. For other site conditions, site …
Modelling site response at regional scale for the 2020 European Seismic Risk Model (ESRM20)
Quantitative estimation of seismic risk over a region requires both an underlying probabilistic
seismic hazard model and a means to characterise shallow site response over a large scale …
seismic hazard model and a means to characterise shallow site response over a large scale …
Incorporating nonergodic path effects into the NGA‐West2 ground‐motion prediction equations
NM Kuehn, NA Abrahamson… - Bulletin of the …, 2019 - pubs.geoscienceworld.org
Typical ground‐motion prediction equations (GMPEs) do not account for systematic path
effects, which leads to an overestimation of aleatory variability. We provide an update to the …
effects, which leads to an overestimation of aleatory variability. We provide an update to the …
Fragility curve modifiers for reinforced concrete dual buildings, including nonlinear site effects and soil–structure interaction
We investigate the influence of soil–structure interaction (SSI) and nonlinear soil behavior
on the seismic fragility of reinforced concrete (RC) dual (frame+ shear wall) buildings resting …
on the seismic fragility of reinforced concrete (RC) dual (frame+ shear wall) buildings resting …