Seismic design of hybrid coupled wall systems / Sherif El-Tawil in Journal of structural engineering, Vol. 136 N° 7 (Juillet 2010)  

Public ISBD [article]  inJournal of structural engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 755-769 Titre : Seismic design of hybrid coupled wall systems : state of the art Type de document : texte imprimé Auteurs : Sherif El-Tawil, Auteur ; Harries, Kent A., Auteur ; Patrick J. Fortney, Auteur Année de publication : 2011 Article en page(s) : pp. 755-769 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Seismic Design Coupled wall system Reinforced concrete Walls Shear walls Performance-based design Analysis Composite Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Hybrid coupled walls (HCWs) are comprised of two or more reinforced concrete wall piers connected with steel coupling beams distributed over the height of the structure. Extensive research over the past several decades suggests that such systems are particularly well suited for use in regions of moderate to high seismic risk. This paper reviews the state of the art in seismic modeling, analysis, and design of HCW systems. Design methodologies are presented in both prescriptive and performance-based design formats and a discussion of alterative types of hybrid wall systems is provided. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i7/p755_s1?isAuthorized=no [article] Seismic design of hybrid coupled wall systems : state of the art [texte imprimé] / Sherif El-Tawil, Auteur ; Harries, Kent A., Auteur ; Patrick J. Fortney, Auteur . - 2011 . - pp. 755-769. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 755-769 Mots-clés : Seismic Design Coupled wall system Reinforced concrete Walls Shear walls Performance-based design Analysis Composite Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : Hybrid coupled walls (HCWs) are comprised of two or more reinforced concrete wall piers connected with steel coupling beams distributed over the height of the structure. Extensive research over the past several decades suggests that such systems are particularly well suited for use in regions of moderate to high seismic risk. This paper reviews the state of the art in seismic modeling, analysis, and design of HCW systems. Design methodologies are presented in both prescriptive and performance-based design formats and a discussion of alterative types of hybrid wall systems is provided. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i7/p755_s1?isAuthorized=no

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