1 |
AS3600 (2001), Concrete Strnctures, Standards Australia
|
2 |
Barnett, TC., Tizani, W.M.K. and Nethercot, D.A. (2000), 'Development of a blind bolting system', Proc. of the Steel Strnctures for the 2000s Conf, Istanbul, Turkey, 65-71, Sept
|
3 |
Bergmann, Matsui, Meinsma and Dutta (1995), 'Design guide for concrete filled hollow section columns under static and seismic loading', CIDECT
|
4 |
Yao, H., Goldsworthy, H. and Gad, E.F. (2004), 'Anchorage of critical elements in a moment-resisting steel I beam-to-CFT column connection', Proc. of the Annual Technical Conf. of the Australian Earthquake Engineering Society, Mt. Gambier, paper no.7, November
|
5 |
Eurocode No.4 (1992), Design of Composite Steel and Concrete Strnctures, ENV 1994-1-1
|
6 |
Muzeau, lP., Kirby, P.A. and Pirapez, E. (1999), 'Special fasteners', J Constrnct. Steel Res., 1(50), 199-208
|
7 |
Crawford, R. (2001), 'Developing the moment - resisting blind bolted connection', Final Year Research Project, University of Melbourne, Australia
|
8 |
Ellison, S. and Tizani, W. (2004), 'Behaviour of blind bolted connections to concrete filled hollow sections', The Structural Engineer, 16 November
|
9 |
France, lE., Davison, lE. and Kirby, P.A. (1999), 'Moment capacity and rotational stiffuess of endplate connections to concrete-filled tubular columns using flow-drilled connectors', J Constrnct. Steel Res., 1(50), 35-48
|
10 |
Nethercot, D.A. (1985), 'Utilisation of experimentally obtained connection data in assessing the performance of steel frames', Connection Flexibility and Steel Frames, Chen (ed) ASCE
|
11 |
Schneider, S.P. (1998), 'Axially loaded concrete-filled steel tubes', J Struct. Eng., ASCE, 124(10), 1125-1138
DOI
ScienceOn
|
12 |
Schneider, Stephen P. and Alostaz, Yousef M. (1998), 'Experimental behaviour of connections to concrete-filled steel tubes', J Construct. Steel Res., 45(3), 321-352
DOI
ScienceOn
|
13 |
Stehle, J.S., Goldsworthy, H.M. and Mendis, P. (2001), 'Reinforced concrete interior wide band beam-column connections subjected to lateral earthquake loading', ACI J, 98-S26, 270-279
|
14 |
Swanson, James A and Leon, Roberto T (2000), 'Bolted steel connections: Tests on T-stub components', J Strnct. Eng., ASCE, 126(1), 50-56
DOI
|
15 |
Gardner, A.P. and Goldsworthy, H.M. (1999), 'Moment-resisting connections for composite frames', Proc. of Conf. on Mechanics ofStrnctures and Materials, Bradford, Bridge and Foster (eds.), Balkema:Rotterdam
|
16 |
Gardner, AP. and Goldsworthy, H.M. (2005), 'Experimental investigation of the stiffuess of critical components in a moment-resisting composite connection', J Constrnct. Steel Res., 61(5), 709-726
DOI
ScienceOn
|