Jun 1, 2015 . "Composite floor systems under column loss: Collapse resistance and tie force requirements." Journal of Structural Engineering, 10.1061/(ASCE)ST.1943-541X.0000952 , A4014003. Main, J.A. and Sadek, F. (2014). "Modeling and analysis of single-plate shear connections under column loss." Journal of..
Apr 11, 2018 . of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published . Excessive vibration typically occur in light weight floor, floor systems with low stiffness . Research conducted by Fahmy  was about case study on 120mm concrete slab over composite
Wood-concrete composites are floor and deck systems which comprise of a concrete slab integrally connected to wooden beams or a laminated wooden slab beneath by means of a shear connector. Use of a shear connector can significantly improve a deck's strength and stiffness (up to approximately 2 times and 4 times,..
Journal of Structural Engineering . Robustness of Composite Floor Systems with Shear Connections: Modeling, Simulation, and Evaluation . This paper presents a computational investigation of the robustness of a typical concrete decksteel beam composite floor system with simple shear connections in the event that a..
Experimental tests of notched and plate connectors for LVL-concrete composite beams. D Yeoh, M Fragiacomo, M De Franceschi, AH Buchanan. Journal of Structural Engineering 137 (2), 261-269, 2010. 57, 2010. Experimental behaviour of LVLconcrete composite floor beams at strength limit state. D Yeoh, M Fragiacomo..
Sep 28, 2017 . Recently conducted experimental and numerical investigations have shown that mobilisation of composite action within systems comprising cold-formed steel beams and wood-based floorboards is feasible and can lead to substantial improvements in structural performance. However, no design rules have..
Preliminary Research Towards A Semi-Prefabricated LVL Concrete Composite Floor System for the Australasian Market .. Australasia. He is also member of the scientific board for the Journal of Structural Fire Engineering, and member of the scientific committee for two international conferences on timber engineering
Connector Systems for Wood Concrete Composite Floor systems in Mill Building Renovations. International Journal of the Constructed Environment, Volume 2, Issue 1,pp.131-144. Clouston P, Schreyer A. 2011 Truss plates for use as shear connectors in laminated veneer lumber -concrete composite systems
Testing and Analysis of Composite Cold-Formed Steel and WoodBased Flooring Systems . demonstrate, for the first time, the benefits that can be derived through the practical exploitation of composite action in cold-formed steel flooring systems in terms of enhanced structural performance and efficiency of material use
A Study of Thermal Behavior of a. Composite Floor System in. Standard Fire Resistance Tests. Dilip Banerjee. Materials and Structural Systems Division. Engineering Laboratory http://dx.doi.org/10.6028/NIST.TN.1771. October 2012. U.S. Department of Commerce. Rebecca Blank, Acting Secretary. National Institute of..
Jan 4, 2016 . (For more, see the Subcommittee on Composite Steel and Concrete Floor Systems' article, Construction Considerations for Composite Steel and Concrete Floor Systems, in the September 2002 edition of the Journal of Structural Engineering [vol. 128, no. 9]). It has even been suggested using L/360 in..
Apr 27, 2015 . International Journal of Structural Stability and Dynamics . Keywords: Flooring systems; composite action; cold-formed steel; wood-based floorboard; degree of interaction; shear transfer mechanism . (2017) Testing and Analysis of Composite Cold-Formed Steel and WoodBased Flooring Systems
vibrations of the longspan, cantilevered, composite floor . control steady-state vibration problems of other composite floor systems. The potential for general application of TMDs in composite floor systems is discussed, and areas for further . ENGINEERING JOURNAL / AMERICAN INSTITUTE OF STEEL CONSTRUCTION
Dec 31, 2017 . A full-scale flexural test was performed to evaluate the flexural performance and failure mechanisms of the floor system. The steel open-web floor structure demonstrated a satisfactory composite behavior, and the loading capacity increased to 2.6 times the working load. A parametric study was performed to..
FahnestockExperimental behavior of a half-scale steel concrete composite floor system subjected to column removal scenarios. Journal of Structural Engineering, 142 (2016), p. 04015133. 7. Florea Dinu, Marginean Ioan, Dubina Dan, Petran IoanExperimental testing and numerical analysis of 3D steel frame system under..
Sep 13, 2017 . Explore this journal > . and the resulting benefits that may be obtained by treating the floor as a composite system, proposals for the design of such systems have been devised. . cold-formed steel;; composite flooring system;; partial shear connection;; shear bond coefficient;; wood-based floorboards..
Jan 14, 2017 . This paper deals with the state of art-review on shear bond characteristics of composite deck slab made of cold formed steel sheet. The composite floor slabs are used extensively for exploiting its advantages in many countries. These slabs help in faster, lighter and economical construction of buildings
A new orthogonal-diagonal steel open-web sandwich floor system has been developed by the authors in the past few years to replace the conventional methodology. . . Behnia, A, Chai, HK, Ranjbar, N. (2013) Finite element analysis of the dynamic response of composite floors subjected to walking induced vibrations
A steel beam which is made composite by using shear connectors, composite metal decking and concrete is much stronger and stiffer than the base beam alone; Composite floor systems are considered by many to be the highest quality type of construction; This has become a standard type of construction selected by many..
An LVL-concrete composite floor (LCC) is a hybrid flooring system, which was adapted from a timber-concrete composite (TCC) floor system. By replacing the timber or glulam joists with LVL joists, the strength of the floor was increased. However, the demand nowadays is to build longer spans and this may reduce the