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Evaluation of the seismic vulnerability of quasi symmetrical reinforced concrete structures with shear walls / Miloud Hemsas in European journal of environmental and civil engineering, Vol. 14 N° 5 (Mai 2010) 

Public ISBD [article]  in European journal of environmental and civil engineering > Vol. 14 N° 5 (Mai 2010) . - pp. 617-636 Titre : Evaluation of the seismic vulnerability of quasi symmetrical reinforced concrete structures with shear walls Type de document : texte imprimé Auteurs : Miloud Hemsas, Auteur ; Sidi Mohammed Elachachi, Auteur ; Denys Breysse, Auteur Année de publication : 2011 Article en page(s) : pp. 617-636 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Structural  wall  Macro-element  Pushover  Inelastic  spectra  Capacity  curve  Performance  Vulnerability  Monte-Carlo  Fragility  function Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The vulnerability assessment of structures is a key element for earthquake prevention and mitigation strategies. In this study, we focus at one structure's type, namely a quasi symmetrical reinforced concrete structure with structural walls. The structure is discretized into a set of macro-elements, each macro-element being representative of a structure's floor. The estimated performance level achieved during a seismic action is obtained from capacity curves (based on static pushover analysis). The performance analysis of the structure is a probabilistic analysis since both the response spectrum (action) and the materials properties (resistance) are random. A parametric study was conducted to determine the vulnerability cumulative distribution functions and to identify the parameters that control them. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/resnum.jsp [article] Evaluation of the seismic vulnerability of quasi symmetrical reinforced concrete structures with shear walls [texte imprimé] / Miloud Hemsas, Auteur ; Sidi Mohammed Elachachi, Auteur ; Denys Breysse, Auteur . - 2011 . - pp. 617-636. Génie Civil Langues : Anglais (eng) in European journal of environmental and civil engineering > Vol. 14 N° 5 (Mai 2010) . - pp. 617-636 Mots-clés : Structural  wall  Macro-element  Pushover  Inelastic  spectra  Capacity  curve  Performance  Vulnerability  Monte-Carlo  Fragility  function Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The vulnerability assessment of structures is a key element for earthquake prevention and mitigation strategies. In this study, we focus at one structure's type, namely a quasi symmetrical reinforced concrete structure with structural walls. The structure is discretized into a set of macro-elements, each macro-element being representative of a structure's floor. The estimated performance level achieved during a seismic action is obtained from capacity curves (based on static pushover analysis). The performance analysis of the structure is a probabilistic analysis since both the response spectrum (action) and the materials properties (resistance) are random. A parametric study was conducted to determine the vulnerability cumulative distribution functions and to identify the parameters that control them. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/resnum.jsp