To complement the new European Strong-Motion dataset and the ongoing efforts to update
the seismic hazard and risk assessment of Europe and Mediterranean regions, we propose …

The fundamental objective of earthquake engineering is to protect lives and livelihoods
through the reduction of seismic risk. Directly or indirectly, this generally requires …

With an increasing number of strong‐motion records over the past decade, it has become
clear that there are significant differences in ground‐motion scaling even within relatively …

Probabilistic seismic hazard analyses are usually performed with semi-empirical ground
motion models (GMMs) following the ergodic assumption whereby average source, path …

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 …

We report on high‐performance computing (HPC) fully deterministic simulation of ground
motions for a moment magnitude (⁠ M w⁠) 7.0 scenario earthquake on the Hayward fault …

Despite the evidence from past earthquakes and several numerical investigations
demonstrating the detrimental impact of vertical ground motions (VGMs) on the integrity of …

Ground‐motion time series are essential input data in seismic analysis and performance
assessment of the built environment. Because instruments to record free‐field ground …

Ergodic site amplification models for active tectonic regions are conditioned on the time-
averaged shear wave velocity in the upper 30 m (VS 30) and the depth to a shear wave …

Traditional probabilistic seismic hazard analysis (PSHA) uses ground‐motion models that
are based on the ergodic assumption, which means that the distribution of ground motions …