1 |
ABAQUS Standard User's Manual (2014), Version 6.14, Hibbitt, Karlsson & Sorensen, Inc., RI, USA.
|
2 |
AISC (2010), Specification for structural steel buildings; American Institute of Steel Construction, Chicago, IL, USA.
|
3 |
Bai, L., Jiang, F. and Wang Z. (2016), "Effects of semi-rigid joints on reliability of steel frames under three-states", J. Huazhong Univ. Sci. Technol. (Nature Science Edition), 44(1).
|
4 |
Bell, W.G., Chesson, E.J. and Munse, W.H. (1958), Static Tests of Standard Riveted and Bolted Beam-to-Column Joints, University of Illinois, Engineering Experiment Station, Urban, IL, USA.
|
5 |
Chen, W.F. and Kishi, N. (1989), "Semi rigid steel beam-tocolumn connections: Data base and modeling", J. Struct. Eng., 115(1), 105-119.
DOI
|
6 |
Daryan, A.S., Sadri, M., Saberi, H., Saberi, V. and Moghadas, A.B. (2012), "Behaviour of semi-rigid joints and semi-rigid frames", Struct. Des. Tall Special Build., 23(3), 210-238.
DOI
|
7 |
Davison, J.B., Kirby, P.A. and Nethercot, D.A. (1987), "Rotational stiffness characteristics of steel beam-to-column connections", J. Constr. Steel Res., 8, 17-54.
DOI
|
8 |
Eurocode 3 (2005), Design of Steel Structure. Part 1.8: Design of Joints; European Committee for Standardization: Brussels, Belgium.
|
9 |
Johnson, N.D. and Walpole, W.R. (1981), "Bolted End Plate Beam to Column Connections Under Earthquake Type Loading", Research Report 81-7; Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
|
10 |
Kim, S.E., Kim, M.K. and Chen, W.F. (2000), "Improved refined plastic hinge analysis accounting for strain reversal", Eng. Struct., 22(1), 15-25. DOI: 10.1016/S0141-0296(98)00079-0
DOI
|
11 |
Meek, J.L. and Tan, H.S. (1984), "Geometrically nonlinear analysis of space frames by an incremental-iterative technique", Comput. Methods Appl. Mech. Eng., 47, 261-282.
DOI
|
12 |
Kwak, H.G. and Kim, S.P. (2002), "Nonlinear analysis of RC beams based on moment-curvature relation", Comput. Struct., 80, 615-628.
DOI
|
13 |
Li, Z.S., Li, X.M., Zheng, X.W. and Zhang, K. (2014), "Experimental study and numerical investigation on hysteretic behaviour of T-stub semi-rigid beam-to-column joints", J. Build. Struct., 35(7), 61-68.
|
14 |
Liew, J.Y., White, D.W. and Chen, W.F. (1993), "Second-Order Refined Plastic-Hinge Analysis for Frame Design. Part 1", J. Struct. Eng., 119(11).
|
15 |
Liu, S.W., Bai, R. and Chan, S.L. (2016a), "Dynamic time-history elastic analysis of steel frames using one element per member", Struct. J., 8(2), 300-309.
DOI
|
16 |
Liu, J., Peng, P. and Liu, D.L. (2016b), "Neural Network Model of Moment-rotation Relation in Semi-rigid Beam-column Joints Considering Floor Stiffness", J. Architect. Civil Eng., 33(1).
|
17 |
Moore, D.B., Nethercot, D.A. and Kirby, P.A. (1993), "Testing steel frames at full scale", Struct. Engr., 71, 418-427.
|
18 |
Nassani, D.E., Chikho, A.H. and Akgonen, A.I. (2017), "Semirigidity of cap plate and extended end plate connections", Steel Compos. Struct., Int. J., 23(5), 493-499.
DOI
|
19 |
Nguyen, P.C. and Kim, S.E. (2016), "Advanced analysis for planar steel frames with semi-rigid connections using plastic-zone method", Steel Compos. Struct., Int. J., 21(5), 1121-1144.
DOI
|
20 |
Ostrander, J.R. (1970), "An Experimental Investigation of End-Plate Joints", Master's Thesis; University of Saskatchewan, Saskatoon, SK, Candada.
|
21 |
Sommer, W.H. (1969), "Behaviour of welded header plate joints", Master's Thesis; University of Toronto, ON, Canada.
|
22 |
Rafiee, A., Talatahari, S. and Hadidi, A. (2013), "Optimum design of steel frames with semi-rigid connections using Big Bang-Big Crunch method", Steel Compos. Struct., Int. J., 14(5), 431-451.
DOI
|
23 |
Rathbun, J.C. (1936), "Elastic properties of riveted connections", Transact. Am. Soc. Civil Engr., 101(1), 524-563.
DOI
|
24 |
Sagiroglu, M. and Aydin, A.C. (2013), "Design and Analysis of Steel Space Frame with Semi-Rigid Beam-to-Column Joints Using Stiffness Method", Proceedings of the 10th Pacific Structural Steel Conference, Singapore.
|
25 |
Sagiroglu, M., Aydin, A.C. and Cuneyt, A. (2015), "Design and analysis of non-linear space frames with semi-rigid connections", Steel Compos. Struct., Int. J., 18(6), 1405-1421.
DOI
|
26 |
SCI P358 (2011), Joints in Steel Construction: Simple Joints to Eurocode 3: 2014 Re-print ed. Ascot, UK: The Steel Construction Institute & The British Constructional Steelwork Association Limited.
|
27 |
Valipour, H.R. and Bradford, M.A. (2013), "Nonlinear analysis of steel frames with semi-rigid connections", Steel Compos. Struct., Int. J., 14(1), 1-20.
DOI
|
28 |
Vogel, U. (1985), "Calibrating frames", Stahlbau, 54, 295-301.
|
29 |
Wilson, W.M. and Moore, H.F. (1917), "Tests to determine the rigidity of riveted joints of steel structures", Bulletin No. 104; Engineering Experiment Station, University of Illinois, Urbana, IL, USA.
|
30 |
Young, C.R. and Jackson, K.B. (2011), "The relative rigidity of welded and riveted connections", Can. J. Res., 11(1), 62-100.
DOI
|
31 |
Yu, C.H., Liew, J.Y., Shanmugam, N.E. and Ng, Y.H. (1998), "Collapse behaviour of sway frames with end-plate connections", J. Constr. Steel Res., 48(2-3), 61-214.
DOI
|