Stability capacity of metal plate connected wood truss assemblies / Xiaobin Song in Journal of structural engineering, Vol. 136 N° 6 (Juin 2010)  

Public ISBD [article]  inJournal of structural engineering > Vol. 136 N° 6 (Juin 2010) . - pp. 723-730 Titre : Stability capacity of metal plate connected wood truss assemblies Type de document : texte imprimé Auteurs : Xiaobin Song, Auteur ; Frank Lam, Auteur ; Hao Huang, Auteur Année de publication : 2011 Article en page(s) : pp. 723-730 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Wood structures Trusses Bracing Lateral stability Experimental data Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper presents the results of an experimental study on the critical buckling load and lateral bracing force of metal plate connected wood truss assemblies. Material property tests—including the modulus of elasticity of dimension lumber, flexural stiffness of plywood panels, and load-slip relationship of nail connection—and full-scale tests of individual trusses and truss assemblies were conducted. The critical buckling load and lateral bracing force were recorded. The continuous lateral bracing, the load sharing and distribution effects, and the residual deformation at the metal plate connections were studied for their influence on the system’s stability performance. The adequacy of the 2% rule of thumb, which is used by some design engineers for lateral bracing system design, was also discussed by comparing to the test results of the lateral bracing forces. The generated database can be used as input parameters and for verification for numerical analysis models and therefore contributes to the improvement of the design methods in the long term. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i6/p723_s1?isAuthorized=no [article] Stability capacity of metal plate connected wood truss assemblies [texte imprimé] / Xiaobin Song, Auteur ; Frank Lam, Auteur ; Hao Huang, Auteur . - 2011 . - pp. 723-730. Génie Civil Langues : Anglais (eng) in Journal of structural engineering > Vol. 136 N° 6 (Juin 2010) . - pp. 723-730 Mots-clés : Wood structures Trusses Bracing Lateral stability Experimental data Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper presents the results of an experimental study on the critical buckling load and lateral bracing force of metal plate connected wood truss assemblies. Material property tests—including the modulus of elasticity of dimension lumber, flexural stiffness of plywood panels, and load-slip relationship of nail connection—and full-scale tests of individual trusses and truss assemblies were conducted. The critical buckling load and lateral bracing force were recorded. The continuous lateral bracing, the load sharing and distribution effects, and the residual deformation at the metal plate connections were studied for their influence on the system’s stability performance. The adequacy of the 2% rule of thumb, which is used by some design engineers for lateral bracing system design, was also discussed by comparing to the test results of the lateral bracing forces. The generated database can be used as input parameters and for verification for numerical analysis models and therefore contributes to the improvement of the design methods in the long term. DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i6/p723_s1?isAuthorized=no

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