Documents disponibles écrits par cet auteur

Connection system of massive timber elements used in horizontal slabs of hybrid tall buildings / Andi Asiz in Journal of structural engineering, Vol. 137 N° 11 (Novembre 2011) 

Public ISBD [article]  in Journal of structural engineering > Vol. 137 N° 11 (Novembre 2011) . - pp. 1390-1393 Titre : Connection system of massive timber elements used in horizontal slabs of hybrid tall buildings Type de document : texte imprimé Auteurs : Andi Asiz, Auteur ; Ian Smith, Auteur Année de publication : 2012 Article en page(s) : pp. 1390-1393 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Connections  Cross-laminated-timber  Steel  Hybrid  tall  buildings Résumé : This paper discusses connections between Cross-Laminated-Timber (CLT) floor slabs and steel framework of hybrid tall buildings. Using the example of a 24-story building analysis, it is shown that such connections can be made using simple fasteners like large screws to enforce efficient diaphragm action in the critical case of CLT slabs subjected to lateral seismic or wind events. Results of laboratory tests on connections between CLT slabs and structural steel members are presented to prove this. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v137/i11/p1390_s1?isAuthorized=no [article] Connection system of massive timber elements used in horizontal slabs of hybrid tall buildings [texte imprimé] / Andi Asiz, Auteur ; Ian Smith, Auteur . - 2012 . - pp. 1390-1393. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 137 N° 11 (Novembre 2011) . - pp. 1390-1393 Mots-clés : Connections  Cross-laminated-timber  Steel  Hybrid  tall  buildings Résumé : This paper discusses connections between Cross-Laminated-Timber (CLT) floor slabs and steel framework of hybrid tall buildings. Using the example of a 24-story building analysis, it is shown that such connections can be made using simple fasteners like large screws to enforce efficient diaphragm action in the critical case of CLT slabs subjected to lateral seismic or wind events. Results of laboratory tests on connections between CLT slabs and structural steel members are presented to prove this. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v137/i11/p1390_s1?isAuthorized=no

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