Seismic risk / Jacky Mazars in European journal of environmental and civil engineering, Vol. 15 N° Spécial (Septembre 2011)  

Public ISBD [article]  inEuropean journal of environmental and civil engineering > Vol. 15 N° Spécial (Septembre 2011) . - pp. 223-246 Titre : Seismic risk : Structural response of constructions Titre original : Risques sismiques. Réponse des structures de génie civil Type de document : texte imprimé Auteurs : Jacky Mazars, Auteur ; Stéphane Grange, Auteur ; Cédric Desprez, Auteur Année de publication : 2012 Article en page(s) : pp. 223-246 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Earthquakes Seismic response Modal analysis Reinforced concrete structures Dynamic nonlinear behaviour vulnerability Retrofit of existing buildings Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper presents numerical techniques for computing the response of reinforced concretes structures. From the one degree of freedom case and after the formulation of the equations of dynamic equilibrium, the general case is considered. Two main aspects are treated, the one related to the modal analysis which, in the linear regime, leads to the mode shapes and the natural frequencies, and the one related to the seismic vulnerability analysis which, in the non linear regime, is able to describe the damage location and the critical zones of a given structure. Applications show that the strategy opens on tools useful to design the reinforcement of existing building. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/article.jsp?articleId=16591 [article] Seismic risk = Risques sismiques. Réponse des structures de génie civil : Structural response of constructions [texte imprimé] / Jacky Mazars, Auteur ; Stéphane Grange, Auteur ; Cédric Desprez, Auteur . - 2012 . - pp. 223-246. Génie Civil Langues : Anglais (eng) in European journal of environmental and civil engineering > Vol. 15 N° Spécial (Septembre 2011) . - pp. 223-246 Mots-clés : Earthquakes Seismic response Modal analysis Reinforced concrete structures Dynamic nonlinear behaviour vulnerability Retrofit of existing buildings Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper presents numerical techniques for computing the response of reinforced concretes structures. From the one degree of freedom case and after the formulation of the equations of dynamic equilibrium, the general case is considered. Two main aspects are treated, the one related to the modal analysis which, in the linear regime, leads to the mode shapes and the natural frequencies, and the one related to the seismic vulnerability analysis which, in the non linear regime, is able to describe the damage location and the critical zones of a given structure. Applications show that the strategy opens on tools useful to design the reinforcement of existing building. DEWEY : 624 ISSN : 1964-8189 En ligne : http://ejece.revuesonline.com/article.jsp?articleId=16591

Exemplaires

Code-barres	Cote	Support	Localisation	Section	Disponibilité
aucun exemplaire