2D NONLINEAR SEISMIC GROUND ANALYSIS BY FEM-BEM: THE CASE OF KOBE IN THE HYOGO-KEN NANBU EARTHQUAKE
The Hyogo-ken Nanbu Earthquake (Jan. 17, 1995) caused devastating damages in and around Kobe city. Noteworthy is the fact that the heaviest damages of JMA intensity 7 were centered in the so-called “disaster belt zone” along the coast. The authors, focusing on the geological features in a north-sout...
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Veröffentlicht in: | Doboku Gakkai Ronbunshu 1998/01/21, Vol.1998(584), pp.19-27 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | The Hyogo-ken Nanbu Earthquake (Jan. 17, 1995) caused devastating damages in and around Kobe city. Noteworthy is the fact that the heaviest damages of JMA intensity 7 were centered in the so-called “disaster belt zone” along the coast. The authors, focusing on the geological features in a north-south section of Kobe, have performed the computer simulation for the 2-dimensional in-plane seismic (P and SV) wave propagation based on the FEM-BEM hybrid modeling. The nonlinear soil behavior was emphasized to better interpret the soft alluvium amplification that depends on the given distribution of soil properties in Kobe. |
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ISSN: | 0289-7806 1882-7187 |
DOI: | 10.2208/jscej.1998.584_19 |