Documents disponibles écrits par cet auteur

Reinforced concrete walls with vulnerable foundations / J. Paul Smith-Pardo in Journal of geotechnical and geoenvironmental engineering, Vol. 134 N°2 (Fevrier 2008) 

Public ISBD [article]  in Journal of geotechnical and geoenvironmental engineering > Vol. 134 N°2 (Fevrier 2008) . - pp. 257–261 Titre : Reinforced concrete walls with vulnerable foundations Type de document : texte imprimé Auteurs : J. Paul Smith-Pardo, Auteur Année de publication : 2008 Article en page(s) : pp. 257–261 Note générale : Geotechnical and geoenvironmental engineering Langues : Anglais (eng) Mots-clés : Soil  structure  Interactions  Shallow  foundation  Limit  analysis  Concrete  Reinforced  concrete  Walls Résumé : Moment capacities of shallow foundations are compared with those of reinforced concrete walls in order to determine the likelihood of exceeding the bearing capacity of the supporting soil in buildings subjected to strong ground motions. Recommendations are made regarding the appropriate modeling at the base of first-story walls in compliance with the moment-capacity axial load interaction of the supporting foundations. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A2%2825 [...] [article] Reinforced concrete walls with vulnerable foundations [texte imprimé] / J. Paul Smith-Pardo, Auteur . - 2008 . - pp. 257–261. Geotechnical and geoenvironmental engineering Langues : Anglais (eng) in Journal of geotechnical and geoenvironmental engineering > Vol. 134 N°2 (Fevrier 2008) . - pp. 257–261 Mots-clés : Soil  structure  Interactions  Shallow  foundation  Limit  analysis  Concrete  Reinforced  concrete  Walls Résumé : Moment capacities of shallow foundations are compared with those of reinforced concrete walls in order to determine the likelihood of exceeding the bearing capacity of the supporting soil in buildings subjected to strong ground motions. Recommendations are made regarding the appropriate modeling at the base of first-story walls in compliance with the moment-capacity axial load interaction of the supporting foundations. En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%291090-0241%282008%29134%3A2%2825 [...]