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Comparative analysis on the seismic behavior of combined RC-masonry buildings / Fabio Nardone in Journal of structural engineering, Vol. 136 N° 12 (Décembre 2010) 

Public ISBD [article]  in Journal of structural engineering > Vol. 136 N° 12 (Décembre 2010) . - pp. 1483-1496 Titre : Comparative analysis on the seismic behavior of combined RC-masonry buildings Type de document : texte imprimé Auteurs : Fabio Nardone, Auteur ; Gerardo Mario Verderame, Auteur ; Andrea Prota, Auteur Année de publication : 2011 Article en page(s) : pp. 1483-1496 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Combined  RC-masonry  Existing  and  new  buildings  Seismic  load  repartition  Pushover  analysis Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Since the early 20th century combined RC-masonry buildings have become more common in European, Mediterranean, and Southern America countries. Despite the diffusion of this combined building typology, the international guidelines have not followed building transformation evolutions and, in particular, for combined RC-masonry buildings, nowadays, international guidelines are not exhaustive to deal with specific issues of this building typology. Although there is a well-established background focused on the nonlinear analysis of masonry structures and RC frames, the knowledge of numerical and experimental criteria for the study of interaction effects in combined RC-masonry buildings is limited. In this paper, nonlinear static analyses (pushover analyses) on three-dimensional combined RC-masonry buildings have been performed to obtain capacity curves of single-resistant systems and of the whole building. The results confirm the code guidelines for the design of new combined RC-masonry buildings and provide interesting insights about the seismic behavior of combined RC-masonry buildings obtained from the rehabilitation of original masonry structures. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i12/p1483_s1?isAuthorized=no [article] Comparative analysis on the seismic behavior of combined RC-masonry buildings [texte imprimé] / Fabio Nardone, Auteur ; Gerardo Mario Verderame, Auteur ; Andrea Prota, Auteur . - 2011 . - pp. 1483-1496. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 136 N° 12 (Décembre 2010) . - pp. 1483-1496 Mots-clés : Combined  RC-masonry  Existing  and  new  buildings  Seismic  load  repartition  Pushover  analysis Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Since the early 20th century combined RC-masonry buildings have become more common in European, Mediterranean, and Southern America countries. Despite the diffusion of this combined building typology, the international guidelines have not followed building transformation evolutions and, in particular, for combined RC-masonry buildings, nowadays, international guidelines are not exhaustive to deal with specific issues of this building typology. Although there is a well-established background focused on the nonlinear analysis of masonry structures and RC frames, the knowledge of numerical and experimental criteria for the study of interaction effects in combined RC-masonry buildings is limited. In this paper, nonlinear static analyses (pushover analyses) on three-dimensional combined RC-masonry buildings have been performed to obtain capacity curves of single-resistant systems and of the whole building. The results confirm the code guidelines for the design of new combined RC-masonry buildings and provide interesting insights about the seismic behavior of combined RC-masonry buildings obtained from the rehabilitation of original masonry structures. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i12/p1483_s1?isAuthorized=no