You are in:Home/Publications/‘2D Nonlinear seismic ground analysis by FEM-BEM: The case of Kobe in the Hyogo-ken Nanbu earthquake’ Journal of Structural Mech. and Earthq. Eng., JSCE, No. 584/ I-42, Vol. 15 (1), pp. 19s-27s.

Prof. Maher Abd El-Rahman Ibrahim Adam :: Publications:

Title:
‘2D Nonlinear seismic ground analysis by FEM-BEM: The case of Kobe in the Hyogo-ken Nanbu earthquake’ Journal of Structural Mech. and Earthq. Eng., JSCE, No. 584/ I-42, Vol. 15 (1), pp. 19s-27s.
Authors: Takemiya, H.; Adam, M.
Year: 1998
Keywords: Not Available
Journal: Not Available
Volume: Not Available
Issue: Not Available
Pages: Not Available
Publisher: Not Available
Local/International: International
Paper Link: Not Available
Full paper Maher Abd El-Rahman Ibrahim Adam_1998_19 JSC 587 (I-42) 98.pdf
Supplementary materials Not Available
Abstract:

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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