1 |
Gallocher, S.C. (1993), "The behaviour of composite wall with profiled steel sheeting", PhD Thesis, University of Strathclyde, Glasgow, UK.
|
2 |
Hossain, K.M.A. (2000), "Axial behaviour of pierced profiled composite walls", IPENZ Transaction, 27(1/Civ), 1-7, 2000, New Zealand.
|
3 |
Hossain, K.M.A. and Wright, H.D. (1998a), "Shear interaction between sheeting and concrete in profiled composite construction", Proc. of the Australasian Struct. Eng. Conf., Auckland, 30 Sept.-2 October, 1, 181-188 (ISBN 0-473-05481-7).
|
4 |
Hossain, K.M.A. and Wright, H.D. (1998b), "Performance of profiled concrete shear panels", J. Struct. Eng., ASCE, 124(4), April, 368-381.
DOI
ScienceOn
|
5 |
Hossain, K.M.A. and Wright, H.D. (1995), "Composite walling with special reference to the stabilisation of building frames", Proc. Nordic Steel Construction Conf., 531-538, Malmo, Sweden, June 19-21, 1995.
|
6 |
Kupfer, H.B. and Gerstle, K.H. (1973), "Behaviour of concrete under bi-axial stresses", J. Eng. Mech. Div., ASCE, 99, 852-866.
|
7 |
Luo, R. and Edlund, B. (1996), "Shear capacity of plate girders with trapezoidally corrugated webs", Thin Walled Structures, 26(1), 19-44.
DOI
ScienceOn
|
8 |
Wright, H.D. and Hossain, K.M.A. (1998), "In-plane shear behaviour of profiled steel sheeting", Thin Walled Structures, 29(1-4), 79-100.
|
9 |
Wright, H.D. and Evans, H.R. (1995), "Profiled steel concrete sandwich elements for use in wall construction", Proc. of the Third Int. Conf. on Sandwich Construction, Southampton, 12-15, September, 1995.
|
10 |
Wright, H.D., Evans, H.R. and Gallocher, S.C. (1992), "Composite walling, composite construction II", Engineering Foundation Conference, Missouri, June 14-19.
|
11 |
Wright, H.D., Hossain, K.M.A. and Gallocher, S.C. (1994), "Composite walls as shear elements in tall structures", Proc. of Papers Presented at ASCE Structures Congress XII, Atlanta, GA, USA, April 24-28, 140-145.
|
12 |
Wright, H.D. (1998), "The axial load behaviour of composite walling", J. Constructional Steel Research, 45(3), 353-375.
DOI
ScienceOn
|
13 |
Wright, H.D. and Gallocher, S.C. (1995), "The behaviour of composite walling under construction and service loading", J. Constructional Steel Research, 35(3), 257-273.
DOI
ScienceOn
|
14 |
ASCE-AASHTO Task Committee (1977), "Curved I-girder bridge design recommendations", J. Struct. Div., ASCE, ST5, 1137-1168.
|
15 |
Bradford, M.A., Wright, H.D. and Uy, B. (1998), "Short and long-term behaviour of axially loaded composite profiled walls", Proc. Institution of Civil Engineers, Structures and Buildings, 128, Feb. 26-37.
DOI
ScienceOn
|
16 |
British Standard Institutions (1985), BS 8110, Structural Use of Concrete, London.
|
17 |
Davies, J.M. and Fisher, J. (1979), "The diaphragm action of composite slabs", Proc. Institution of Civil Engineers, London, England, 67 (Part2) 891-906.
DOI
|
18 |
Easley, J.T. (1975), "Buckling formulas for corrugated metal shear diaphragms", J. Struct. Div,, ASCE, 101(ST7), July, 1403-1417.
|
19 |
Easterling, W.S. and Porter, M.L. (1994a), "Steel-deck-reinforced concrete diaphragms I", J. Struct. Div., ASCE, 120(2), February, 560-576.
DOI
ScienceOn
|
20 |
Easterling, W.S. and Porter, M.L. (1994b), "Steel-deck-reinforced concrete diaphragms II", J. Struct. Div., ASCE, 120(2), February, 577-596.
DOI
ScienceOn
|