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. |