%0 Journal Article
%T Structural Performance of Prefabricated Timber-Concrete Composite Floor Constructed Using Open Web Truss Joist Made of LVL Paraserianthes Falctaria
%A Ali Awaludin
%A Urwatul Wusqo
%A Angga Fajar Setiawan
%A Bambang Suhendro
%A Suprapto Siwosukarto
%A Achmad Basuki
%A Adrian Leijten
%J Open Journal of Civil Engineering
%P 434-450
%@ 2164-3172
%D 2021
%I Scientific Research Publishing
%R 10.4236/ojce.2021.114026
%X This paper investigates an open web truss joist (OWTJ) made of laminated </span><span><span style=\"font-family:Verdana;\">veneer lumber (LVL) </span><i><span style=\"font-family:Verdana;\">Paraserianthes falctaria</span></i><span style=\"font-family:Verdana;\"> as a prefabricated tim</span></span><span style=\"font-family:Verdana;\">ber</span></span></span><span style=\"font-family:Verdana;\"><span style=\"font-family:Verdana;\"><span style=\"font-family:Verdana;\">-</span></span></span><span><span><span style=\"font-family:&quot;\"><span style=\"font-family:Verdana;\">concrete </span><span style=\"font-family:Verdana;\">composite floor system. The four-point
bending test showed that structura</span><span style=\"font-family:Verdana;\">l performances of the OWTJ, conventional
composite floor (CCF), and prefabricated composite floor (PCF) were similar.
Although composite action was not developed as no lateral deformation was
observed at the shear connectors, in</span><span style=\"font-family:Verdana;\">stalling
a concrete slab above the OWTJ can slightly increase the ductility</span><span style=\"font-family:Verdana;\"> factor of the composite floor. Furthermore, a finite element model was
developed, and the model proved to be suitable for simulating the structural
performance of the composite floor.
%K LVL Sengon
%K Open Web Truss Joist
%K Pre-Fabricated Timber Floor
%U http://www.scirp.org/journal/PaperInformation.aspx?PaperID=114358