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Structural behavior of wood light-frame wall segments subjected to in-plane and out-of-plane forces / Michael Winkel in Journal of structural engineering, Vol. 136 N° 7 (Juillet 2010) 

Public ISBD [article]  in Journal of structural engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 826-836 Titre : Structural behavior of wood light-frame wall segments subjected to in-plane and out-of-plane forces Type de document : texte imprimé Auteurs : Michael Winkel, Auteur ; Ian Smith, Auteur Année de publication : 2011 Article en page(s) : pp. 826-836 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Bending  Combined  loads  Light-frame  Lumber  Nails  OSB  Racking  Shear-wall  Uplift  Walls  Wood Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The tests were performed on 2.44 m by 2.44 m light-frame wall segments, having oriented strand-board sheathing nailed to sawn lumber framing, to determine their structural response to in-plane and out-of-plane forces applied separately or in combination. There was no evidence that simultaneous application of in-plane and out-of-plane forces negatively affects the strength of walls. However, it was found that interaction of different in-plane force components can substantially reduce strength capabilities of walls relative to when only one in-plane force component exists. Applying both in-plane tension and racking force in the ratio of 1:1 reduced the capacities of walls by 25 to 40%, with how lumber studs are connected to lumber base plates strongly influencing the absolute capacity of any wall. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i7/p826_s1?isAuthorized=no [article] Structural behavior of wood light-frame wall segments subjected to in-plane and out-of-plane forces [texte imprimé] / Michael Winkel, Auteur ; Ian Smith, Auteur . - 2011 . - pp. 826-836. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 136 N° 7 (Juillet 2010) . - pp. 826-836 Mots-clés : Bending  Combined  loads  Light-frame  Lumber  Nails  OSB  Racking  Shear-wall  Uplift  Walls  Wood Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : The tests were performed on 2.44 m by 2.44 m light-frame wall segments, having oriented strand-board sheathing nailed to sawn lumber framing, to determine their structural response to in-plane and out-of-plane forces applied separately or in combination. There was no evidence that simultaneous application of in-plane and out-of-plane forces negatively affects the strength of walls. However, it was found that interaction of different in-plane force components can substantially reduce strength capabilities of walls relative to when only one in-plane force component exists. Applying both in-plane tension and racking force in the ratio of 1:1 reduced the capacities of walls by 25 to 40%, with how lumber studs are connected to lumber base plates strongly influencing the absolute capacity of any wall. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i7/p826_s1?isAuthorized=no