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
Hauptverfasser: Takemiya, Hirokazu, Adam, Maher
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.
ISSN:0289-7806
1882-7187
DOI:10.2208/jscej.1998.584_19