Acceso abierto

Dynamic interaction between two 3D rigid surface foundations subjected to oblique seismic waves

Messioud Salah

Messioud Salah

LGCE, University of Mohamed Seddik BenyahiaJijel,
Buscar este autor en
Sciendo|Google Scholar
Salah, Messioud
  
28 mar 2025
Dynamic interaction between two 3D rigid surface foundations subjected to oblique seismic waves's Cover Image
Acerca de este artículo
Artículo anterior
Artículo siguiente
Cite
Descargar portada
Categoría del artículo: Original Study
Publicado en línea: 28 mar 2025
Páginas: 103 - 120
Recibido: 04 oct 2023
Aceptado: 03 ene 2025
DOI: https://doi.org/10.2478/sgem-2025-0004
Palabras clave
© 2025 Messioud Salah, published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

Figure 1:

Geometry of two rigid foundations subjected to harmonic seismic waves.
Geometry of two rigid foundations subjected to harmonic seismic waves.

Figure 2a:

Vertical discretization.
Vertical discretization.

Figure 2b:

Calculation model.
Calculation model.

Figure 3:

Influence of the vertical angle of incidence on the horizontal displacement Δx (θH = 0°; wave P). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the horizontal displacement Δx (θH = 0°; wave P). F1, foundation 1; F2, foundation 2.

Figure 4:

Influence of the vertical angle of incidence on the vertical displacement Δz (θH = 0°, P wave). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the vertical displacement Δz (θH = 0°, P wave). F1, foundation 1; F2, foundation 2.

Figure 5:

Influence of the vertical angle of incidence on the rotation Φy (θH= 0°; P wave). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the rotation Φy (θH= 0°; P wave). F1, foundation 1; F2, foundation 2.

Figure 6:

Influence of the vertical angle of incidence on the horizontal displacement Δx (θH = 0°; SV wave). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the horizontal displacement Δx (θH = 0°; SV wave). F1, foundation 1; F2, foundation 2.

Figure 7:

Influence of the vertical angle of incidence on the vertical displacement Δz (θH = 0°; SV wave). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the vertical displacement Δz (θH = 0°; SV wave). F1, foundation 1; F2, foundation 2.

Figure 8:

Influence of the vertical angle of incidence on the rotation Φy (θH=0°; SV wave). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the rotation Φy (θH=0°; SV wave). F1, foundation 1; F2, foundation 2.

Figure 9:

Influence of the vertical angle of incidence on the horizontal displacement Δx (θH=90°; SH wave). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the horizontal displacement Δx (θH=90°; SH wave). F1, foundation 1; F2, foundation 2.

Figure 10:

Influence of the vertical angle of incidence on the torsion Φz (θH = 90°; SH wave). F1, foundation 1; F2, foundation 2.
Influence of the vertical angle of incidence on the torsion Φz (θH = 90°; SH wave). F1, foundation 1; F2, foundation 2.
Idioma:
Inglés
Calendario de la edición:
4 veces al año
Temas de la revista:
Geociencias, Geociencias, otros, Ciencia de los materiales, Compuestos, Materiales porosos, Física, Mecánica y dinámica de fluidos
RSS Feed de revista