ESSAI D’ANALYSE DES FACTEURS CONTRIBUANT A L’EXCENTRICITE ACCIDENTELLE

dc.contributor.authorHADJADJ Asma
dc.date.accessioned2018-11-10T09:54:45Z
dc.date.available2018-11-10T09:54:45Z
dc.date.issued2017-06-29
dc.description.abstractThis research addresses the influence of the seismic component of rotation on the torsional response of building structures subjected to earthquake ground motions. Furthermore, the increase an equivalent additional eccentricity due to the action of this component is estimated. For this purpose, a rotational acceleration component is generated from the translational ones and applied to both symmetric and asymmetric structures using nonlinear dynamic analysis. The obtained results show clearly the considerable effect of the torsional seismic component on the structural response. The estimated eccentricity of the studied cases exceeded the value recommended by several seismic codes as an accidental eccentricity.en_US
dc.identifier.urihttp://hdl.handle.net/123456789/931
dc.language.isofren_US
dc.subjectAccidental eccentricity, accidental torsion, seismic rotational component, torsional coupling, nonlinear dynamic analysis.en_US
dc.titleESSAI D’ANALYSE DES FACTEURS CONTRIBUANT A L’EXCENTRICITE ACCIDENTELLEen_US
dc.typeThesisen_US

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