1 |
CSA (2009), Design of Steel Structures, CSA S16-09; Canadian Standards Association, Mississauga, ON, Canada.
|
2 |
ACI (1992) ACI Committee 363. State-of-the-Art Report on High-Strength Concrete, ACI 363R-92, Farmington Hills, MI, USA, pp.1-55.
|
3 |
Almusallam, T.H. and Alsayed, S.H. (1995), "Stress-Strain Relationship of Normal, High Strength and Lightweight concrete", Mag. Concrete Res., 47(170), 39-44.
DOI
|
4 |
Begum, M., Driver, R.G. and Elwi, A.E. (2007), "Finite element modeling of partially encased composite columns using the dynamic explicit solution method", J. Struct. Eng., ASCE, 133(3), 326-334.
DOI
|
5 |
Bouchereau, R. and Toupin, J.-D. (2003), "Etude du Comportement en Compression-Flexion des Poteaux Mixtes Partiellement Enrobes", Report EPM/GCS-2003-03; Department of Civil, Geological and Mining Engineering, Ecole Polytechnique, Montreal, Canada.
|
6 |
Chen, Y., Wang, T., Yang, J. and Zhao, X. (2010), "Test and numerical simulation of partially encased composite columns subject to axial and cyclic horizontal loads", Int. J. Steel Struct., 10(4), 385-393.
DOI
|
7 |
Chicoine, T., Tremblay, R. and Massicotte, B. (2002), "Finite element modelling and design of partially encased composite columns", Steel Compos. Struct., Int. J., 2(3), 171-194.
DOI
|
8 |
Chicoine, T., Massicotte, B. and Tremblay, R. (2003), "Long-term behavior and strength of partiallyencased composite columns with built up shapes", J. Struct. Eng., ASCE, 129(2), 141-150.
DOI
|
9 |
Dastfan, M. and Driver, R.G. (2010a), "Large scale test of a modular steel plate shear wall with PEC columns", Proceedings of the 9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, ON, Canada, July.
|
10 |
Dastfan, M. and Driver, R.G. (2010b), "Large scale test of a steel plate shear wall with PEC columns and RBS connections", Proceedings of Annual Stability Conference, Structural Stability Research Council, Orlando, FL, USA, May.
|
11 |
Deng, X., Dastfan, M. and Driver, R.G. (2008), "Behaviour of steel plate shear walls with composite columns", Proceedings of American Society of Civil Engineers Structures Congress, Vancouver, BC, Canada, April.
|
12 |
Prickett, B.S. and Driver, R.G. (2006), "Behaviour of partially encased composite columns made with high performance concrete", Structural Engineering Report No 262; Department of Civil and Environmental Engineering, University of Alberta, AB, Canada.
|
13 |
Rashid, M.A., Mansur, M.A. and Paramasivum, P. (2002), "Correlation between mechanical properties of high strength concrete", J. Mater. Civil Eng., ASCE, 14(3), 230-238.
DOI
|
14 |
Tremblay, R., Massicotte, B., Filion, I. and Maranda, R. (1998), "Experimental study on the behaviour of partially encased composite columns made with light welded h-steel shapes under compressive axial loads", Proceedings of SSRC Annual Technical Session & Meeting, Atlanta, GA, USA, September, pp. 195-204.
|
15 |
Uy, B. (2001), "Local and postlocal buckling of fabricated steel and composite cross sections", J. Struct. Eng., 127(6), 666-677.
DOI
|
16 |
Young, B. and Ellobody, E. (2011), "Performance of axially restrained concrete encased steel composite columns at elevated temperatures", Eng. Struct. J., 33(1), 245-254.
DOI
|
17 |
Zhao, G. and Feng, C. (2012), "Axial ultimate capacity of partially encased composite columns", Appl. Mech. Mater., 166-169, 292-295.
DOI
|
18 |
Correia, A.J.P.M. and Rodrigues, J.P.C. (2011), "Fire resistance of partially encased steel columns with restrained thermal elongation", J. Construct. Steel Res., 67(4), 593-601.
DOI
|