1 |
Bae, K.W., Park, K.S., Choi, Y.H., Lee, S.S. and Stiemers, S. (2009), "Structural resistance of longitudinal double plates-to-RHS connections", J. Constr. Steel Research, 65(4), 940-947.
DOI
ScienceOn
|
2 |
Cabrero, J.M. and Bayo, E. (2005), "Development of practical design methods for steel structures with semirigid connections", Eng. Struct., 27(8), 1125-1137.
DOI
ScienceOn
|
3 |
Cao, J.J., Packer, J.A. and Kosteski, N. (1998), "Design guidelines for longitudinal plate to HSS connections", J. Struct. Eng-ASCE, 124(7), 784-791.
DOI
ScienceOn
|
4 |
Chen, W.F. and Lui, E.M. (1991), Stability design of steel frames, CRC Press Inc.
|
5 |
Frye, M.J. and Morris, G.A. (1976), "Analysis of flexibly connected steel frames", Can. J. Civil. Eng., 2(3), 280-291.
|
6 |
Hadianfard, M.A. and Razani, R. (2003), "Effects of semi-rigid behavior of connections in the reliability of steel frames", J. Struct. Safety, 25(2),123-138.
DOI
ScienceOn
|
7 |
Han, L.H., Yang, Y.F. and Tao, Z. (2003), "Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading", Thin-Wall. Struct., 41(9), 801-833.
DOI
ScienceOn
|
8 |
IIW(1989), Design recommendations for hollow section joints predominantly statically loaded, International Institute of Welding, IIW Doc., XV-701, Helsinki, Finland.
|
9 |
Kato, B. and Mukai, A. (1985), "Bolted tension flanges joining square hollow section members", J. Constr. Steel Res., 5(3), 163-177.
DOI
ScienceOn
|
10 |
Kishi, N. and Chen, W.F. (1990), "Moment-rotation relations of semi-rigid connections with angles", J. Struct. Eng-ASCE, 116(7), 1813-1834.
DOI
|
11 |
Kishi, N., Chen, W.F., Goto, Y. and Matsuoka, K.G. (1993), "Design aid of semi-rigid connections for frame analysis", Eng. J-AISC, 30(3), 90-107.
|
12 |
Kosteski, N. and Packer, J.A. (2003), "Longitudinal plate and through plate to hollow structural section welded connections", J. Struct. Eng-ASCE, 129(4), 478-486.
DOI
ScienceOn
|
13 |
Miura, K., Makino, Y., Kurobane, Y., Tanaka, M., Tokudome, K. and Vegte, G.J. (2001), "Testing of beam-to-RHS column connections without weld access holes", Proceedings of Eleventh International Offshore and Polar Engineering Conference, Stavanger, Norway, 17-22.
|
14 |
Packer, J.A., Mashiri, F.R., Zhao, X.L. and Willibald, S. (2007), "Static and fatigue design of CHS-to-RHS welded connections using a branch conversion method", J. Constr. Steel Res., 63(1), 82-95.
DOI
ScienceOn
|
15 |
Satish Kumar, S.R. and Prasada Rao, D.V. (2006), "RHS beam-to-column connection with web openingexperimental study and finite element modeling", J. Constr. Steel Res., 62(8), 739-746.
DOI
ScienceOn
|
16 |
Settleco, P. (1993), "Pinned I beam to RHS columns with stiffeners", J. Struct. Eng-ASCE, 107(7), 2214-2227.
|
17 |
Xu, L. and Grierson, D.E. (1993), "Computer-automated design of semi-rigid steel frameworks", J. Struct. Eng-ASCE, 119(6), 1740-1760.
DOI
ScienceOn
|
18 |
Ting, L.C., Shanmugam, N.E. and Lee, S.L. (1993), "Design of I-beam to box-column connections stiffened externally", Eng. J-AISC, 30(4), 141-149.
|