Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Hasnae Boubel"'
Autor:
El Mehdi Echebba, Hasnae Boubel, Abdelhay El Omari, Mohamed Rougui, Mimoun Chourak, Fadi Hage Chehade
Publikováno v:
Infrastructures, Vol 6, Iss 2, p 20 (2021)
The type and the properties of the soil can potentially intensify the internal forces on buildings during seismic loads. To predict the effects of the soil parameters on the soil–structure interaction of buildings, it is necessary to consider the s
Externí odkaz:
https://doaj.org/article/f785b2e3881d42abade950dd7bc81f27
Publikováno v:
Pollack Periodica. 16:90-95
This study is concerned to the investigation of the stability of bridges by taking into account the soil structure interaction and their impact on the dynamic behavior of the structures. The bridge studied is localized at PK 318 + 750 at the national
Publikováno v:
Pollack Periodica. 15:37-44
In this paper, an evaluation was tried for the impact of structural design on structural response. Several situations are foreseen as the possibilities of changing the distribution of the structural elements (sails, columns, etc.), the width of the s
Autor:
Ahmed El Bouhmidi, Hasnae Boubel, Mohamed Rougui, Abdelmajid Bybi, Omaima Elmrabet, Ouadia Mouhat
Publikováno v:
Solid State Phenomena. 298:161-166
The present work proposes a vibration study with different surface and layers orientations at 0°, 15°, 30°, 45°, 60°, 75° and 90°using the Abaqus finite element code, the frequencies Stratified laminate composite panels were studied and the co
Publikováno v:
Pollack Periodica. 14:181-192
In the context of verification of civil engineering structures stability and determination of sliding surface and safety factor, a careful analysis of several parameters was carried out to...
Autor:
Fadi Hage Chehade, Mohamed Rougui, El Mehdi Echebba, Abdelhay El Omari, Hasnae Boubel, Mimoun Chourak
Publikováno v:
Infrastructures, Vol 6, Iss 20, p 20 (2021)
Infrastructures
Volume 6
Issue 2
Infrastructures
Volume 6
Issue 2
The type and the properties of the soil can potentially intensify the internal forces on buildings during seismic loads. To predict the effects of the soil parameters on the soil–structure interaction of buildings, it is necessary to consider the s
Publikováno v:
MATEC Web of Conferences, Vol 149, p 02035 (2018)
The current performance-based seismic assessment procedure can be computationally intensive as it requires many time history analyses (THA) each requiring time intensive post-processing of results. Time history analysis is a part of structural analys