About the Efficiency of Numerical 1-D and 2-D Modelling of Site Effects in Basin Structures |
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| Authors: | J Riepl J Zahradník V Plicka P-Y Bard |
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| Institution: | On leave from IPSN-DPRE-SERGD-BERSSIN, BP 6, 92265 Fontenay-aux-Roses Cedex, France., FR
Dept. of Geophysics, Charles University, V Hole?ovickách 2, 180000 Praha 8, Czech Republic., CZ
LGIT-IRIGM, BP 53 X, 38041 Grenoble Cedex, France., FR
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| Abstract: | In the present study we compare results obtained from experimental estimates of local site amplification effects with those from numerical modelling using four different techniques. We benefit from an extremely precise knowledge of the near-surface structure and experimental estimates of the local amplification factors which are determined from seismic weak-motion data recorded by a dense array across a sedimentary basin at a European test-site in Northern Greece. The possibilities and limitations of the different modelling techniques (a 1-D technique, and three 2-D techniques) to model the effects of local amplification effects are tested. Amplifications calculated by the numerical techniques are only qualitatively compared with observed data from experimental studies in the time domain and directly in the frequency domain.¶As a result we conclude that, in the case of a complex subsurface geometry, 1-D modelling underestimates the amplification patterns in terms of absolute amplification level, and cannot correctly account for resonant frequencies, at least for modes higher than the fundamental mode. If a more realistic incident wave field than just a plane wave is taken into account, 2-D modelling reveals the fundamental frequency and shows adequate amplifications not only at the fundamental frequency but also at higher frequencies. The general trend of the amplifications at the lowest frequencies is well determined by the 2-D numerical modelling, and can therefore supply information for seismic risk analysis. |
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