NEW EMPIRICAL RESPONSE SPECTRAL ATTENUATION LAWS FOR MODERATE EUROPEAN EARTHQUAKES
By C. Berge-Thierry, F. Cotton, O. Scotti, Daphné-Anne Griot-Pommera, Y. Fukushima. 2003
160 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Geophysics
View Paper: https://www.semanticscholar.org/paper/411765c399cabe9da99c5d0eb73d542e64ab6f0c
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
- Frank Scherbaum
- J. Bommer
- F. Cotton
- N. Abrahamson
- Helmut Staedtke
- Hilmar Bungum
- F. Sabetta
- F. Strasser
In Geophysics
- Frank Scherbaum
- J. Bommer
- F. Cotton
- N. Abrahamson
- Helmut Staedtke
- Hilmar Bungum
- F. Strasser
- S. Akkar
Citations in the corpus
- Sensitivity of PSHA results to ground motion prediction relations and logic-tree weights (2005, background): “5, that the Abrahamson and Silva [27] standard deviation matches the lowest values of s (Sabetta and Pugliese) for MwZ7 and the highest values [29,21] for MwZ5.”
- On the Use of Response Spectral-Reference Data for the Selection and Ranking of Ground-Motion Models for Seismic-Hazard Analysis in Regions of Moderate Seismicity: The Case of Rock Motion (2004, unknown): “The Berge-Thierry et al. (2003) model is unbiased, has a fairly high median of LH values, and matches the spread of the residual distribution very well.”
- The Estimation of Minimum-Misfit Stochastic Models from Empirical Ground-Motion Prediction Equations (2006, background): “…popular groundmotion prediction relations (Ambraseys et al., 1996; Sabetta and Pugliese, 1996; Abrahamson and Silva, 1997; Boore et al., 1997; Spudich et al., 1999; Berge-Thierry et al., 2003; Lussou et al., 2001; Ambraseys and Douglas, 2003; Campbell and Bozorgnia, 2003a, 2003b, 2003c, 2004).”
- Truncation of the distribution of ground-motion residuals (2008, background): “Figure 2 shows examples of quantile-quantile plots for the total normalised residuals (εT) derived from an empirical GMPE (Abrahamson and Silva, 2005, upper left panel), and random samples of the same size (2,791 points) drawn from an untruncated normal distribution (upper right panel) as well as fr”
- Criteria for Selecting and Adjusting Ground-Motion Models for Specific Target Regions: Application to Central Europe and Rock Sites (2006, background): “Most of the strongmotion records used to derive European ground-motion models (Ambraseys et al., 1996; Sabetta et al., 1996; Berge-Thierry et al., 2003) have been collected in this region.”