1 |
Lakkavalli, B.S. and Liu, Y. (2006), "Experimental study of composite cold-formed steel C-section floor joists", J. Construct. Steel Res., 62, 995-1006. https://doi.org/10.1016/j.jcsr.2006.02.003.
DOI
|
2 |
Loss, C. and Davison, B. (2017), "Innovative composite steeltimber floors with prefabricated modular components", Eng. Struct., 132, 695-713. https://doi.org/10.1016/j.engstruct.2016.11.062.
DOI
|
3 |
Originpro-Graphing and Analysis Tool (2021), OriginPro, Version number 2021. OriginLab Corporation, Northampton, MA, USA.
|
4 |
Standard Australia (1996), AS1393:1996 Coach Screws-Metric Series with ISO Hexagon Heads. SAI Global.
|
5 |
Standard Australia (2007), AS 1391-2007 Metallic Materials - Tensile Testing at Ambient Temperature. Standard Australia: SAI Global.
|
6 |
Cen 2005. BS EN 12512 Timber structures-Test methods-Cyclic testing of joints made with mechanical fasteners. European Committee for Standardization.
|
7 |
British Standard (1991), BS EN 26891:1991 Timber StructuresJoints Made with Mechanical Fasteners.
|
8 |
Cen (2004), EN 1995-1-1:2004 Eurocode 5: Design of Timber Structures-Part 1-1: General-Common Rules and Rules for Buildings. European Committee for Standardization.
|
9 |
Couchman, G.H. (2016), Minimum Degree of Shear Connection Rules for UK Construction to Eurocode 4. Steel Construction Institute.
|
10 |
Far, H. (2019), "Dynamic behaviour of unbraced steel frames resting on soft ground", Steel Construct., 12(2), 135-140. https://doi.org/10.1002/stco.201800003.
DOI
|
11 |
Far, H. (2020), "Flexural behavior of cold-formed steel-timber composite flooring systems", J. Struct. Eng., 146, 06020003. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002600.
DOI
|
12 |
Hassanieh, A., Valipour, H.R. and Bradford, M.A. (2016), "Loadslip behaviour of steel-cross laminated timber (CLT) composite connections", J. Construct. Steel Res., 122, 110-121. https://doi.org/10.1016/j.jcsr.2016.03.008.
DOI
|
13 |
Hassanieh, A., Valipour, H.R. and Bradford, M.A. (2017), "Composite connections between CLT slab and steel beam: Experiments and empirical models", J. Construct. Steel Res., 138, 823-836. https://doi.org/10.1016/j.jcsr.2017.09.002.
DOI
|
14 |
Johnson, R.P. and Molenstra, N. (1991), "Partial shear connection in composite beams for buildings", Proceedings - Institution of Civil Engineers. Part 2. Research and theory, 91, 679-704.
DOI
|
15 |
Kyvelou, P., Gardner, L. and Nethercot, D.A. (2018), "Finite element modelling of composite cold-formed steel flooring systems", Eng. Struct., 158, 28-42. https://doi.org/10.1016/j.engstruct.2017.12.024.
DOI
|
16 |
Karki, D. and Far, H. (2021), "State of the art on composite coldformed steel flooring systems", Steel Construct., 14(2). 127. https://doi.org/10.1002/stco.202000026.
DOI
|
17 |
Karki, D., Far, H. and Saleh, A. (2021), "Numerical studies into factors affecting structural behaviour of composite cold-formed steel and timber flooring systems", J. Build. Eng., 102692.
|
18 |
Kyvelou, P., Gardner, L. and Nethercot, D.A. (2017), "Testing and analysis of composite cold-formed steel and wood-based flooring systems", J. Struct. Eng., 143(11), 04017146. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001885.
DOI
|
19 |
Li, Y., Shen, H., Shan, W. and Han, T. (2012), "Flexural behavior of lightweight bamboo-steel composite slabs", Thin-Walled Struct., 53, 83-90. https://doi.org/10.1016/j.tws.2012.01.001.
DOI
|
20 |
Standard Australia (2012), AS/NZS 2269.1:2012 PlywoodStructural, Part 1: Determination of Structural Properties-Test Methods. Australia: SAI Global.
|
21 |
Steinberg, E., Selle, R. and Faust, T. (2003), "Connectors for timber-lightweight concrete composite structures", J. Struct. Eng., 129, 1538-1545.
DOI
|
22 |
Tabatabaiefar, H..R., Mansoury, B., Khadivi Zand, M.J. and Potter, D. (2017), "Mechanical properties of sandwich panels constructed from polystyrene/cement mixed cores and thin cement sheet facings", J. Sandwich Struct. Mater., 19(4), 456-481.
DOI
|
23 |
Wang, L. and Young, B. (2014), "Design of cold-formed steel channels with stiffened webs subjected to bending", ThinWalled Structures, 85, 81-92. https://doi.org/10.1016/j.tws.2014.08.002.
DOI
|
24 |
Saleh, A., Far, H. and Mok, L. (2018), "Effects of different support conditions on experimental bending strength of thin walled cold formed steel storage upright frames", J. Construct. Steel Res., 150, 1-6. https://doi.org/10.1016/j.jcsr.2018.07.031.
DOI
|
25 |
Xu, L. and Tangorra, F.M. (2007), "Experimental investigation of lightweight residential floors supported by cold-formed steel Cshape joists", J. Construct. Steel Res., 63, 422-435. https://doi.org/10.1016/j.jcsr.2006.05.010.
DOI
|
26 |
Standard Australia (2002), AS3566.1-2002: Self-Drilling Screws for Buidling and Construction Industries-Part 1. SAI Global.
|
27 |
Parnell, R., Davies, B. W. and Xu, L. (2010), "Vibration performance of lightweight cold-formed steel floors", J. Struct. Eng., 136, 645-653. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000168.
DOI
|
28 |
Standard Australia (2000), AS1110.1-2000 ISO Metric Hexagon Bolts and Screws, SAI Global.
|
29 |
Zhou, X., Shi, Y., Xu, L., Yao, X. and Wang, W. (2019), "A simplified method to evaluate the flexural capacity of lightweight cold-formed steel floor system with oriented strand board subfloor", Thin-Walled Struct., 134, 40-51. https://doi.org/10.1016/j.tws.2018.09.006.
DOI
|