Ordeal
发表于 2025-3-25 06:50:57
Christiane Schulz,Stefanie Grimme. Several approaches are available to include site response effects in the hazard assessment. They are detailed in the following paragraphs but all of them require more or less in-depth knowledge of the geotechnical characteristics. Such knowledge can only be acquired through sit investigations. Th
engagement
发表于 2025-3-25 09:08:07
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commodity
发表于 2025-3-25 12:48:19
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craven
发表于 2025-3-25 17:17:57
Kristen Aner,Fred Karl,Leopold Rosenmayrf consistency checking of the PSHA results. In the last decade several approaches to test PSHA results have been published (e.g. Stirling and Petersen 2006; Stirling and Gerstenberger 2009, 2010; Stirling 2012; Mucciarelli et al. 2008; Humbert and Viallet 2008; Labbé 2010; Anderson et al. 2011; Mezc
oblique
发表于 2025-3-25 23:49:52
Die neuen Alten - Retter des Sozialen?o establishing a strong network of academic institutions, researchers and engineering companies that will survive after the project ends. The overall organisation of the project fostered very lively and fruitful discussions between all participants, including with the members of the Scientific and S
thwart
发表于 2025-3-26 04:13:24
Introduction,ese studies have highlighted the lack of representative data, thereby resulting in predictions of seismic ground motion with large uncertainties. These uncertainties, for which no estimation standards exist, create major difficulties and can lead to different interpretations and divergent opinions a
混合物
发表于 2025-3-26 08:10:11
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以烟熏消毒
发表于 2025-3-26 09:53:54
Rock Motion Characterization,its standard deviation (aleatory variability) be estimated by appropriate algorithms, such as GMPEs or stochastic models. In Sect. . of Chap. . the logic tree approach was introduced for handling epistemic uncertainty, pointing out that the dynamic characteristics of the earthquake source and wave p
智力高
发表于 2025-3-26 15:32:26
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友好
发表于 2025-3-26 20:11:47
Seismic Hazard Computation,ite-specific soil amplifications, this process may include two steps: hazard calculation for reference rock conditions and subsequent site response analysis to combine the local soil response with the rock hazard (see Sect. .).