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Out-of-plane strength of confined masonry walls / Jorge Varela-Rivera in Journal of structural engineering, Vol. 138 N° 11 (Novembre 2012) 

Public ISBD [article]  in Journal of structural engineering > Vol. 138 N° 11 (Novembre 2012) . - pp. 1331–1341 Titre : Out-of-plane strength of confined masonry walls Type de document : texte imprimé Auteurs : Jorge Varela-Rivera, Auteur ; Joel Moreno-Herrera, Auteur ; Ivan Lopez-Gutierrez, Auteur Année de publication : 2013 Article en page(s) : pp. 1331–1341 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Confined  masonry  Out-of-plane  strength  Stiffness  of  confining  elements  Yield  line  method  Failure  line  method  Compressive  strut  method  Spring-strut  method Résumé : spring-strut method, the yield line method, the failure line method, and the compressive strut method. Based on the experimental results, for walls with similar geometry, the out-plane strength depends mainly on the in-plane stiffness of the confining elements. From the comparison between experimental and analytical results, the out-of-plane strengths are well predicted with the model based on the spring-strut method, are underestimated with that based on the yield and failure line methods, and are overestimated with the model based on the compressive strut method. ISSN : 0733-9445 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0000578 [article] Out-of-plane strength of confined masonry walls [texte imprimé] / Jorge Varela-Rivera, Auteur ; Joel Moreno-Herrera, Auteur ; Ivan Lopez-Gutierrez, Auteur . - 2013 . - pp. 1331–1341. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 138 N° 11 (Novembre 2012) . - pp. 1331–1341 Mots-clés : Confined  masonry  Out-of-plane  strength  Stiffness  of  confining  elements  Yield  line  method  Failure  line  method  Compressive  strut  method  Spring-strut  method Résumé : spring-strut method, the yield line method, the failure line method, and the compressive strut method. Based on the experimental results, for walls with similar geometry, the out-plane strength depends mainly on the in-plane stiffness of the confining elements. From the comparison between experimental and analytical results, the out-of-plane strengths are well predicted with the model based on the spring-strut method, are underestimated with that based on the yield and failure line methods, and are overestimated with the model based on the compressive strut method. ISSN : 0733-9445 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0000578