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]  inJournal 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

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