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Raouf Bencharif
Raouf Bencharif
Researcher, Structural Dynamic Testing Laboratory , Centre National de Recherche Appliquée en Génie
Verified email at cgs-dz.org
Title
Cited by
Cited by
Year
Hybrid BEM-TLM-PML method for the dynamic impedance functions calculation of a rigid strip-footing on a nearly saturated poroelastic soil profile
R Bencharif, M Hadid, N Mezouar
Engineering Analysis with Boundary Elements 116, 31-47, 2020
172020
Characterization of El Kherba landslide triggered by the August 07, 2020, Mw = 4.9 Mila earthquake (Algeria) based on post‑event field observations and ambient noise analysis
MY Tebbouche, DA Benamar, HM Hassan, AP Singh, R Bencharif, ...
Environmental Earth Sciences 81 (46), 2022
152022
Correlations between the Menard pressuremeter test and CPT for some algerian soils
N Mezouar, R Bencharif, S Bedr
16th World Conference on Earthquake Engineering, Santiago Chile, 9-13, 2017
22017
Lumped parameter model for vertical vibrations of surface circular foundations on nonhomogeneous soil
A Zahafi, M Hadid, R Bencharif
World Journal of Engineering, 2023
12023
TIME-DOMAIN IMPLEMENTATION OF SOIL-STRUCTURE INTERACTION ANALYSIS TECHNIQUES WITH FREQUENCY-DEPENDENT IMPEDANCE FUNCTIONS
R Bencharif, Z Amina, M Nourredine, M Hadid
Algerie Equipement, 1-20, 2023
2023
SEQRA: UN CODE DE CALCUL POUR L'ANALYSE DE LA RÉPONSE SISMIQUE DES PROFILS DE SOL SEQRA: A COMPUTATIONAL CODE FOR SEISMIC RESPONSE ANALYSIS OF SOIL PROFILES
R BENCHARIF, A ZAHAFI, N MEZOUAR, M HADID
Algerie Equipement 67, 2021
2021
A COMPUTER PROGRAM FOR DETERMINISTIC AND PROBABILISTIC EQUIVALENT LINEAR SITE RESPONSE ANALYSIS
R Bencharif, A Zahafi, M Hadid, N Mezouar
International Conference on Earthquake Engineering and Seismology (5ICEES) 8, 11, 2019
2019
Evaluation of the dynamic response of a multi-layered poroelastic soil through the ‘Thin Layer Method, TLM’
R Bencharif, M Hadid
2017
Application de la méthode des couches minces TLM pour la résolution des problèmes de dynamique des sols
R Bencharif, M Hadid
2014
Seismic soil-structure interaction considering an equivalent linear soil model
R Bencharif, A Zahafi, M Hadid, N Mezouar
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