1 |
Li, D.X., Uy, B., Aslani, F. and Patel, V. (2016b), "Analysis and design of demountable steel column-baseplate connections", Steel Compos. Struct., Int. J., 22(4), 753-775.
DOI
|
2 |
Li, D.X., Uy, B., Patel, V. and Aslani, F. (2017), "Analysis and design of demountable embedded steel column base connections", Steel Compos. Struct., Int. J., 23(3), 303-315.
DOI
|
3 |
Loh, H.Y., Uy, B. and Bradford, M.A. (2006), "The effects of partial shear connection in composite flush end plate joints - Part II - Analytical study and design appraisal", J. Constr. Steel Res., 62(4), 391-412.
DOI
|
4 |
Ma, H.W., Jiang, W.S. and Cho, C. (2011), "Experimental study on two types of new beam-to-column connections", Steel Compos. Struct., Int. J., 11(4), 291-305.
DOI
|
5 |
Nogueiro, P., Silva, L.S.D., Bento, R. and Simoes, R. (2009), "Calibration of model parameters for the cyclic response of endplate beam-to-column steel-concrete composite joints", Steel Compos. Struct., Int. J., 9(1), 39-58.
|
6 |
Nie, J.G., Tao, M.X., Cai, C.S. and Chen, G. (2011), "Modeling and investigation of elasto-plastic behavior of steel-concrete composite frame systems", J. Constr. Steel Res., 67(12), 1973-1984.
DOI
|
7 |
Song, T.Y., Tao, Z., Razzazzadeh, A., Han, L.H. and Zhou, K. (2017), "Fire performance of blind bolted composite beam to column joints", J. Constr. Steel Res., 132(5), 29-42.
DOI
|
8 |
Thai, H.T. and Uy, B. (2016), "Rotational stiffness and moment resistance of bolted endplate joints with hollow or CFST columns", J. Constr. Steel Res., 126, 139-152.
DOI
|
9 |
Thai, H.T., Uy, B., Kang, W.H. and Hicks, S. (2016), "System reliability evaluation of steel frames with semi-rigid connections", J. Constr. Steel Res., 121, 29-39.
DOI
|
10 |
Timoshenko, S. and Woinowsky-Krieger, S. (1959), Theory of Plates and Shells, (2nd Edition), McGraw-Hill, New York, NY, USA.
|
11 |
Wang, J., Uy, B., Thai, H.T. and Li, D.X. (2018), "Behaviour and design of demountable beam-to-column composite bolted joints with extended end-plates", J. Constr. Steel Res., 144, 221-235.
DOI
|
12 |
Uy, B. (2012), "Applications, behaviour and design of composite steel-concrete structures", Adv. Struct. Eng., 15(9), 1559-1571.
DOI
|
13 |
Uy, B., Patel, V., Li, D.X. and Aslani, F. (2017), "Behaviour and design of connections for demountable steel and composite structures", Structures, 9, 1-12.
DOI
|
14 |
Wang, A.J. (2010), "A study on composite end-plate connections with flexible tensile reinforcements and shear connectors", Can. J. Civil Eng., 37(11), 1437-1450.
DOI
|
15 |
Wang, J., Pan, X. and Peng, X. (2017a), "Pseudo-dynamic tests of assembly blind bolted composite frames to CFST columns", J. Constr. Steel Res., 139, 83-100.
DOI
|
16 |
Zhao, H. (2016), "Analysis of seismic behavior of composite frame structures", Steel Compos. Struct., Int. J., 20(3), 719-729.
DOI
|
17 |
Wang, J.F., Li, B.B., Wang, D.H. and Zhao, C.F. (2017b), "Cyclic testing of steel beam blind bolted to CFST column composite frames with SBTD concrete slabs", Eng. Struct., 148(10), 293-311.
DOI
|
18 |
Yang, B., Tan, k.H. and Xiong, G. (2015), "Behaviour of composite beam-column joints under a middle-column-removal scenario: Component-based modelling", J. Constr. Steel Res., 104, 137-154.
DOI
|
19 |
Yee, Y.L. and Melchers, R.E. (1986), "Moment-Rotation Curves for Bolted Connections", J. Struct. Eng., 112(3), 615-635.
DOI
|
20 |
Abolmaali, A., Matthys, J.H., Farooqi, M. and Choi, Y. (2005), "Development of moment-rotation model equations for flush end-plate connections", J. Constr. Steel Res., 61(12), 1595-1612.
DOI
|
21 |
AS/NZS 1170.0-2002 (2002), Structural design actions. part 0: general principles; Australia.
|
22 |
AS/NZS 1170.1-2002 (2002), Structural design actions. part 1: permanent, imposed and other actions; Australia.
|
23 |
Beena, K., Naveen, K. and Shruti, S. (2017), "Behaviour of bolted connections in concrete-filled steel tubular beam-column joints", Steel Compos. Struct., Int. J., 25(4), 443-456.
|
24 |
AS/NZS 1170.2-2011 (2011), "Structural design actions. part 2: wind actions", Australia.
|
25 |
AS/NZS 1170.4-2007 (2007), "Structural design actions. Part 4: Earthquake actions in Australia", Australia.
|
26 |
Azizinamini, A., Bradburn, J.H. and Radziminski, J.B. (1987), "Initial stiffness of semi-rigid steel beam-to-column connections", J. Constr. Steel Res., 8, 71-90.
DOI
|
27 |
Chiew, S.P., Lee, C.K., Lie, S.T. and Ji, H.L. (2007), "Fatigue behaviors of square-to-square hollow section T-joint with corner crack. I: Experimental studies", Eng. Fract. Mech., 74(5), 703-720.
DOI
|
28 |
Abaqus (2014), User Manual; Version 6.14, DS SIMULIA Corp., Providence, RI, USA.
|
29 |
Ellobody, E. and Young, B. (2015), "Nonlinear analysis of composite castellated beams with profiled steel sheeting exposed to different fire conditions", J. Constr. Steel Res., 113, 247-260.
DOI
|
30 |
EN 1993-1-1 (2005), Eurocode 3: Design of steel structures. part 1-1: general rules and rules for buildings; European Committee for Standardization, Brussels, Belgium.
|
31 |
Han, L.H., Wang, W.D. and Zhao, X.L. (2008), "Behaviour of steel beam to concrete-filled SHS column frames: Finite element model and verifications", Eng. Struct., 30(6), 1647-1658.
DOI
|
32 |
EN 1993-1-8 (2010), "Eurocode 3: Design of steel structures. part 1-8: design of joints", European Committee for Standardization, Brussels, Belgium.
|
33 |
EN 1994-1-1 (2004), "Eurocode 4: Design of composite steel and concrete structures. part 1-1: general rules and rules for buildings", European Committee for Standardization, Brussels, Belgium.
|
34 |
EN 1998-1 (2004), "Eurocode 8: Design of structures for earthquake resistance. part 1: general rules, seismic actions and rules for buildings", European Committee for Standardization, Brussels, Belgium.
|
35 |
Ghobarah, A., Mourad, S. and Korol, R.M. (1996), "Momentrotation relationship of blind bolted connections for HSS columns", J. Constr. Steel Res., 40(1), 63-91.
DOI
|
36 |
Gil, B., Goni, R. and Bayo, E. (2013), "Experimental and numerical validation of a new design for three-dimensional semi-rigid composite joints", Eng. Struct., 48, 55-69.
DOI
|
37 |
Han, C., Li, Q., Wang, X., Jiang, W. and Li, W. (2016), "Research on rotation capacity of the new precast concrete assemble beamcolumn joints", Steel Compos. Struct., Int. J., 22(3), 613-625.
DOI
|
38 |
Hicks, S.J. and Pennington, A. (2015), "Partial factors for the design resistance of composite beams in bending", J. Constr. Steel Res., 105(2), 74-85.
DOI
|
39 |
Jeyarajan, S. and Liew, J.Y.R. (2016), "Robustness analysis of 3D Composite buildings with semi-rigid joints and floor slab", Structures, 6, 20-29.
DOI
|
40 |
Li, D.X., Uy, B., Patel, V. and Aslani, F. (2016a), "Behaviour and design of demountable steel column-column connections", Steel Compos. Struct., Int. J., 22(2), 429-448.
DOI
|