Les Inscriptions à la Bibliothèque sont ouvertes en
ligne via le site: https://biblio.enp.edu.dz
Les Réinscriptions se font à :
• La Bibliothèque Annexe pour les étudiants en
2ème Année CPST
• La Bibliothèque Centrale pour les étudiants en Spécialités
A partir de cette page vous pouvez :
Retourner au premier écran avec les recherches... |
Détail de l'auteur
Auteur Sekhar Chandra Dutta
Documents disponibles écrits par cet auteur
Affiner la rechercheSeismic demand of low - rise multistory systems with general asymmetry / Sekhar Chandra Dutta in Journal of engineering mechanics, Vol. 138 N° 1 (Janvier 2012)
[article]
in Journal of engineering mechanics > Vol. 138 N° 1 (Janvier 2012) . - pp.1-11
Titre : Seismic demand of low - rise multistory systems with general asymmetry Type de document : texte imprimé Auteurs : Sekhar Chandra Dutta, Auteur ; Rana Roy, Auteur Année de publication : 2012 Article en page(s) : pp.1-11 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : General class of asymmetry Multistory Seismic Inelastic Résumé : This study examined the inelastic seismic behavior of low-rise systems with varying story eccentricities (i.e., general class of eccentric systems). Seismic demands of such systems were found to be potentially high relative to those obtained from single-story or regularly asymmetric models, particularly for flexible-side elements of torsionally stiff systems and stiff-side elements of torsionally flexible systems. This appears to be a consequence of the complex participation of higher torsion–dominated modes in multistory systems with general class of asymmetry, unlike the predominant participation of single torsional mode in its regularly asymmetric counterpart. The study also indicates that the degrading features of RC structural elements may cause a significant increase in inelastic demands. Summarizing elastic range response, coefficients α and δ are proposed to predict seismic demand through equivalent static analysis. Further, a design envelope was outlined to predict inelastic seismic demand. This may prove useful in the selection of the appropriate response reduction factor in practical design. Observations highlighting the dynamics of multistory systems with generalized asymmetry establish the conceptual framework for envisioning the seismic response ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000303 [article] Seismic demand of low - rise multistory systems with general asymmetry [texte imprimé] / Sekhar Chandra Dutta, Auteur ; Rana Roy, Auteur . - 2012 . - pp.1-11.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 138 N° 1 (Janvier 2012) . - pp.1-11
Mots-clés : General class of asymmetry Multistory Seismic Inelastic Résumé : This study examined the inelastic seismic behavior of low-rise systems with varying story eccentricities (i.e., general class of eccentric systems). Seismic demands of such systems were found to be potentially high relative to those obtained from single-story or regularly asymmetric models, particularly for flexible-side elements of torsionally stiff systems and stiff-side elements of torsionally flexible systems. This appears to be a consequence of the complex participation of higher torsion–dominated modes in multistory systems with general class of asymmetry, unlike the predominant participation of single torsional mode in its regularly asymmetric counterpart. The study also indicates that the degrading features of RC structural elements may cause a significant increase in inelastic demands. Summarizing elastic range response, coefficients α and δ are proposed to predict seismic demand through equivalent static analysis. Further, a design envelope was outlined to predict inelastic seismic demand. This may prove useful in the selection of the appropriate response reduction factor in practical design. Observations highlighting the dynamics of multistory systems with generalized asymmetry establish the conceptual framework for envisioning the seismic response ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000303