Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behaviour of locally post-tensioned nail laminated high mass floor panels under serviceability loads
This paper investigated the behaviour of locally post-tensioned nail laminated high mass floor panels. Each panel was assembled using butt jointed timber boards. Post tensioning was applied using bracing straps. A total of six panels were tested under four-point bending. The dynamic behaviour of the floor panels was also investigated Results showed that post-tensioning reduced the deflection by almost 50% under the serviceability loading condition. However, the damping ratio was reduced under dynamic tests, though it remained within acceptable limits.
Behaviour of locally post-tensioned nail laminated high mass floor panels under serviceability loads
This paper investigated the behaviour of locally post-tensioned nail laminated high mass floor panels. Each panel was assembled using butt jointed timber boards. Post tensioning was applied using bracing straps. A total of six panels were tested under four-point bending. The dynamic behaviour of the floor panels was also investigated Results showed that post-tensioning reduced the deflection by almost 50% under the serviceability loading condition. However, the damping ratio was reduced under dynamic tests, though it remained within acceptable limits.
Behaviour of locally post-tensioned nail laminated high mass floor panels under serviceability loads
Taoum, Assaad (Autor:in) / Jiao, Hui (Autor:in) / Holloway, Damien (Autor:in) / Shanks, Jon (Autor:in)
Australian Journal of Structural Engineering ; 20 ; 115-123
03.04.2019
9 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Online Contents | 2014
|Elsevier | 2014
|British Library Online Contents | 2014
|Behaviour of Cross-Laminated Timber Panels under Cyclic Loads
Springer Verlag | 2014
|