Empirical ground-motion models for point-and extended-source crustal earthquake scenarios in Europe and the Middle East
This article presents the latest generation of ground-motion models for the prediction of
elastic response (pseudo-) spectral accelerations, as well as peak ground acceleration and …
elastic response (pseudo-) spectral accelerations, as well as peak ground acceleration and …
Pan-European ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods up to 3.0 s using the …
This article presents a set of Ground-Motion Prediction Equations (GMPEs) for Europe and
the Middle East, derived from the RESORCE strong motion data bank, following a standard …
the Middle East, derived from the RESORCE strong motion data bank, following a standard …
Optimal intensity measures for probabilistic seismic demand modeling of extended pile-shaft-supported bridges in liquefied and laterally spreading ground
Seismic intensity measures (IMs) perform a pivotal role in probabilistic seismic demand
modeling. Many studies investigated appropriate IMs for structures without considering soil …
modeling. Many studies investigated appropriate IMs for structures without considering soil …
Toward a ground-motion logic tree for probabilistic seismic hazard assessment in Europe
Abstract The Seismic Hazard Harmonization in Europe (SHARE) project, which began in
June 2009, aims at establishing new standards for probabilistic seismic hazard assessment …
June 2009, aims at establishing new standards for probabilistic seismic hazard assessment …
An energy‐frequency parameter for earthquake ground motion intensity measure
A novel scalar ground motion intensity measure (IM), termed the energy‐frequency
parameter, is proposed based on the Hilbert‐Huang transform. To validate the effectiveness …
parameter, is proposed based on the Hilbert‐Huang transform. To validate the effectiveness …
A holistic framework for seismic analysis of extended pile-shaft-supported bridges against different extents of liquefaction and lateral spreading
X Wang, F Luo, A Ye - Soil Dynamics and Earthquake Engineering, 2023 - Elsevier
This paper proposes a holistic framework for seismic analysis of extended pile-shaft-
supported bridges experiencing different extents of liquefaction and lateral spreading. To …
supported bridges experiencing different extents of liquefaction and lateral spreading. To …
Escape routes and safe points in natural hazards. A case study for soil
The scope of this work was to develop soil liquefaction and landslide hazard maps, by
computing Peak Ground Acceleration (PGA) for a return period of 475 years, to outline safe …
computing Peak Ground Acceleration (PGA) for a return period of 475 years, to outline safe …
A nonergodic ground‐motion model for California with spatially varying coefficients
Traditional probabilistic seismic‐hazard analysis as well as the estimation of ground‐motion
models (GMM s) is based on the ergodic assumption, which means that the distribution of …
models (GMM s) is based on the ergodic assumption, which means that the distribution of …
An evaluation of the applicability of the NGA models to ground-motion prediction in the Euro-Mediterranean region
The first phase of the Next Generation Attenuation (NGA) project has now finished, resulting
in the publication of five new sets of empirical ground-motion models for PGA, PGV and …
in the publication of five new sets of empirical ground-motion models for PGA, PGV and …
A ground motion prediction equation for the horizontal component of cumulative absolute velocity (CAV) based on the PEER-NGA strong motion database
KW Campbell, Y Bozorgnia - Earthquake Spectra, 2010 - journals.sagepub.com
Cumulative absolute velocity (CAV), defined as the integral of the absolute acceleration time
series, has been used as an index to indicate the possible onset of structural damage to …
series, has been used as an index to indicate the possible onset of structural damage to …