Fig. 14

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Spectre de réponse en déplacement calculé à partir des accélérogrammes non corrigés et corrigés, ainsi que déplacement maximum obtenu à partir de la station GPS 1-Hz la plus proche à Kashiwasaki, Ojiya NIG019, Takayanagi, Mashima NIG017 and Matsunoyama NIG023. A est l’amplitude de la rotation permanente soustraite de chaque accélérogramme non corrigé, et d la distance séparant les accéléromètres de la station GPS la plus proche. Reproduit de Javelaud et Morikawa (2013).
Displacement response spectra calculated from uncorrected and corrected acceleration time histories, together with the Peak Ground Displacement obtained from closely spaced 1-Hz GPS records at Kashiwasaki, Ojiya NIG019, Takayanagi, Mashima NIG017 and Matsunoyama NIG023. A is the amplitude of the residual tilt removed from each uncorrected acceleration record, and d the distance from each strong-motion seismometer to its nearest GPS station. From Javelaud and Morikawa (2013).
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