Derivation of design soil coefficients (S) and response spectral shapes for Eurocode 8 using the European Strong-Motion Database
By Julien Rey, E. Faccioli, J. Bommer. 2002
81 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/40f4116ca2974814b7575c42f0accaf2c081677a
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
Citations in the corpus
- Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records (2008, methodology): “The site conditions at European and Turkish stations were classified mainly using the information available in the European Strong-Motion database (Ambraseys et al. 2002) and in Rey et al. (2002) ; however, we independently checked the attributed ground category for a number of Turkish and Icelandi”
- Criteria for Selecting and Adjusting Ground-Motion Models for Specific Target Regions: Application to Central Europe and Rock Sites (2006, background): “However, the availability of site velocity profiles near strong-motion stations is still poor and the total number of such profiles available for the European region is limited (Rey et al., 2002).”
- A new approach to site classification: Mixed-effects Ground Motion Prediction Equation with spectral clustering of site amplification functions (2018, methodology): “The scalar δS2Ss at a given period can be used to adjust the generic GMPE PSA(T) predictions to yield site-specific PSAss(T) (e.g. Rodriguez‐Marek et al. (2013), Kotha et al. (2017a)).”