Evidence of nonlinear site response in horizontal-to-vertical spectral ratio from near-field earthquakes |
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Authors: | P. Dimitriu I. Kalogeras N. Theodulidis |
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Affiliation: | a Institute of Engineering Seismology and Earthquake Engineering, P.O. Box 53 Finikas, GR-55102 Thessaloniki, Greece;b Geodynamic Institute, National Observatory of Athens, P.O. Box 20048, GR-11810 Athens, Greece |
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Abstract: | The issue is addressed as to whether the horizontal-to-vertical spectral ratio (HVSR) method is sensitive to the amplitude of ground motion from near-field earthquakes. Twenty-one three-component accelerograms from two closely located similar soil sites in the town of Lefkas are used. The recordings represent 17 earthquakes covering a wide range of magnitudes, epicentral distances and azimuths. Peak horizontal accelerations (PGA) and velocities (PGV) lie in the ranges 20–540 cm/s2 and 1.4–55.2 cm/s. For each HVS ratio, the site's fundamental-resonance frequency, fres, is determined visually. Linear correlation analysis shows that fres is strongly (negatively) correlated to PGA and PGV (r between −0.7 and −0.8); no correlation is found with resonance amplitude or epicentral distance. We show that the observed correlation is attributable to soil nonlinearity and indicate how weak-motion estimates of fres can be corrected for use in assessing site response during strong shaking. |
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Keywords: | Horizontal-to-vertical spectral ratio Near field Fundamental-resonance frequency Nonlinear site response Soil nonlinearity Shear-modulus degradation Linear correlation |
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