Structural Behavior of Prefabricated Composite Cold-Formed Steel and Timber Flooring Systems

Author:

Karki Dheeraj1ORCID,Far Harry2ORCID,Nejadi Shami3

Affiliation:

1. Ph.D. Student, School of Civil and Environmental Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney, Bldg. 11, Level 11, Broadway, P.O. Box 123, Ultimo, NSW 2007, Australia (corresponding author). ORCID: .

2. Senior Lecturer of Structural Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney, Bldg. 11, Level 11, Broadway, P.O. Box 123, Ultimo, NSW 2007, Australia. ORCID: .

3. Associate Professor of Structural Engineering, Faculty of Engineering and Information Technology, Univ. of Technology Sydney, Bldg. 11, Level 11, Broadway, P.O. Box 123, Ultimo, NSW 2007, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Reference39 articles.

1. CASE (Centre for Advanced Structural Engineering). 2006. Thin wall 2, a computer program for cross-section analysis and finite strip buckling analysis and direct strength design of thin-walled structures. Camperdown, NSW, Australia: Univ. of Sydney.

2. Composite concrete-timber structures

3. Couchman, G. H. 2016. Minimum degree of shear connection rules for UK construction to Eurocode 4. Ascot, UK: Steel Construction Institute.

4. Connections for composite concrete slab and LVL flooring systems

5. Performance of shear connection in composite beams with profiled steel sheeting

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