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Prediction of horizontal response spectra in europe

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TLDR
In this paper, a large and uniform dataset is used to find equations for the prediction of absolute spectral acceleration ordinates in Europe and adjacent areas, in terms of magnitude, source-distance and site geology.
Abstract
A large and uniform dataset is used to find equations for the prediction of absolute spectral acceleration ordinates in Europe and adjacent areas, in terms of magnitude, source-distance and site geology. The dataset used is shown to be representative of European strong motion in terms of the attenuation of peak ground acceleration. The equations are recommended for use in the range of magnitudes from M s 4.0 to 7.5 and for source-distances of up to 200 km.

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Journal ArticleDOI

Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East

TL;DR: In this article, the authors present an update that corrects the shortcomings identified in those equations, which are primarily, but not exclusively, related to the model for the ground-motion variability.
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Equations for the Estimation of Strong Ground Motions from Shallow Crustal Earthquakes Using Data from Europe and the Middle East: Horizontal Peak Ground Acceleration and Spectral Acceleration

TL;DR: In this article, the authors presented equations for the estimation of horizontal strong ground motions caused by shallow crustal earthquakes with magnitudes Mw ≥ 5 and distance to the surface projection of the fault less than 100km.
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The use of real earthquake accelerograms as input to dynamic analysis

TL;DR: In this article, the authors present guidelines on procedures for the selection of appropriate suites of acceleration time-series for the purpose of dynamic analysis in geotechnical and structural engineering.
Journal ArticleDOI

Earthquake ground motion estimation using strong-motion records: a review of equations for the estimation of peak ground acceleration and response spectral ordinates

TL;DR: In this article, a review of the past 30 years of ground motion estimation relation studies is presented, which shows that little agreement has been reached in the past 20 years in relation studies.
Journal ArticleDOI

Derivation of vulnerability functions for European-type RC structures based on observational data

TL;DR: In this article, the authors reviewed existing vulnerability relationships for reinforced concrete structures with a view to their application to a European (and similar) seismic risk assessment scenario, and derived new empirical fragility curves for reinforcedcrete building populations based on a data bank of 99 post-earthquake damage distributions observed in 19 earthquakes.
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