1 |
ANSI/AISC 360-10 (2010), "Specification for structural steel buildings", American Institute of Steel Construction.
|
2 |
ANSYS user manual (2007), ANSYS, Inc.
|
3 |
Berman, J.W., Okazaki, T. and Hauksdottir, H.O. (2010), "Reduced link sections for improving the ductility of eccentrically braced frame link-to-column connections", J. Struct. Eng., 136(5), 543-553.
DOI
ScienceOn
|
4 |
Chao, S.H., Khandelwal, K. and El-Tawil, S. (2006), "Ductile web fracture initiation in steel shear links", J. Struct. Eng., 132(8), 1192-1200.
DOI
ScienceOn
|
5 |
Cheng, C.C., Chun, C.L. and Chieh, H.L. (2006), "Ductile moment connections used in steel column-tree moment-resisting frames", J. Constr. Steel Res., 62(8), 793-801.
DOI
ScienceOn
|
6 |
Cheol, H.L. (2006), "Review of force transfer mechanism of welded steel moment connections", J. Constr. Steel Res., 62(7), 695-705.
DOI
ScienceOn
|
7 |
Dusicka, P., Itani, A.M. and Buckle, L.G. (2004), "Finite element investigation of steel built-up shear links subjected to inelastic deformations", Earthquake Eng. Struc., 3(2), 195-203.
|
8 |
Engelhardt, M.D. and Sabol, T.A. (1998), "Reinforcing of steel moment connections with cover plates: Benefits and modifications", J. Eng. Struct., 20(4-6), 510-520.
DOI
ScienceOn
|
9 |
Farrokhi, H., Ahmadi, D.F. and Eshghi, S. (2010), "The on structural detailing effect seismic behavior of steel moment resisting connections", Struct. Eng. Mech., Int. J., 35(5), 617-630.
DOI
ScienceOn
|
10 |
FEMA350 (2000), "Recommended seismic design criteria for new steel moment-frame buildings", Washington D.C., Federal Emergency Management Agency.
|
11 |
FEMA-355D (2000), "State of the art report on connection performance", Washington D.C., Federal Emergency Management Agency.
|
12 |
Gilton, C.S. and Uang, C.M. (2002), "Cyclic response and design recommendations of weak-axis reduced beam section moment connections", J. Struct. Eng., 128(4), 452-463.
DOI
ScienceOn
|
13 |
Hedayat, A.A. and Celikag, M. (2009a), "Fracture moment and ductility of welded connection", Proceeding of the Institution of Civil Engineers - Structures and Buildings, UK, December, 162(6), 405-418.
DOI
ScienceOn
|
14 |
Hedayat, A.A. and Celikag, M. (2009b), "Post-Northridge connection with modified beam end configuration to enhance strength ductility ", J. Constr. Steel Res., 65(7), 1413-1430.
DOI
ScienceOn
|
15 |
Hedayat, A.A. and Celikag, M. (2009c), "Wedge design: A reduced beam web (RBW) connection for seismic regions", Adv. Struct. Eng., 13(2), 263-290.
|
16 |
Kim, T., Whittaker, A.S., Gilani, A.S., Bertero, V.V. and Takhirov, S.M. (2000), "Cover-Plate and Flange-Plate reinforced steel-moment resisting connections", SAC/BD-00/27.
|
17 |
Mao, C., Ricles, J., Lu, L. and Fisher, J. (2001), "Effect of local details on ductility of welded moment connections", J. Struct. Eng., 127(9), 1036-1044.
DOI
ScienceOn
|
18 |
Lee, C.H. and Yoon, T.H. (1999), "Analytical re-examination of shear transfer in welded steel moment connection", Proceeding of the 1st Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures, Seoul, Korea, October, 1, 119-128.
|
19 |
Lee, H., Stojadinovic, B., Goel, S.C., Margarian, A.G., Choi, J. and Wongkaew, A. (2000), Parametric Tests on Unreinforced Connections, SAC/BD-00/01, Volume I - Final Report.
|
20 |
Lee, S.L., Ting, L.C. and Shanmugam, N.E. (1993), "Use of external T-stiffeners in box-column to I-beam connections", J. Constr. Steel Res., 26(2-3), 77-98.
DOI
ScienceOn
|
21 |
Miller, D.K. (1998), "Lessons learned from the Northridge earthquake", Eng. Struct., 20(4-6), 249-260.
DOI
ScienceOn
|
22 |
Mirghaderi, S.R., Torabian, S. and Keshavarzi, F. (2010), "I-beam to box-column connection by a vertical plate passing through the column", Eng. Struct., 32(8), 2034-2048.
DOI
ScienceOn
|
23 |
MoslehiTabar, A. and Deylami, A. (2005), "Instability of beams with reduced beam section moment connections emphasizing the effect of column panel zone ductility", J. Constr. Steel Res., 6(11), 1475-1491.
|
24 |
Popov, E.P. (1987), "Panel zone flexibility in seismic moment joints", J. Constr. Steel Res., 8, 91-118.
DOI
ScienceOn
|
25 |
Prinz, G.S. and Richards, P.W. (2009), "Eccentrically braced frame links with reduced web sections", J. Constr. Steel Res., 65(10-11), 1971-1978.
DOI
ScienceOn
|
26 |
Shanmugam, N.E., Ting, L.C. and Lee, S.L. (1991), "Behaviour of I-beam to box-column connections stiffened externally and subjected to fluctuating loads", J. Constr. Steel Res., 20(2), 129-148.
DOI
ScienceOn
|
27 |
Ricles, J.M., Mao, C., Lu, L.W. and Fisher, J.W. (2003), "Ductile details for welded unreinforced moment connections subject to inelastic cyclic loading", Eng. Struct., 25(5), 667-680.
DOI
ScienceOn
|
28 |
SAC-96-01 (1996), "Experimental investigations of beam-column subassemblies", Report No. SAC-96-01, SAC Joint Venture, Sacramento, CA, USA.
|
29 |
Saffari, H., Hedayat A.A. and Poorsadeghi Nejad, M. (2013), "Post-Northridge connections with slit dampers to enhance strength and ductility", J. Constr. Steel Res., 80, 138-152.
DOI
ScienceOn
|
30 |
Stojadinovic, B., Goel, S., Lee, K., Margarian, A. and Choi, J. (2000), Parametric Tests on Unreinforced Connections, SAC/BD-00/01, Vol. I: Final Report.
|
31 |
Ting, L.C., Shanmugam, N.E. and Lee, S.L. (1993), "Design of I-beam to box-column connections stiffened externally", Eng. J., 30(4), 141-149.
|
32 |
Torabian, S., Mirghaderi, S.R. and Keshavarzi, F. (2012), "Moment-connection between I-beam and built-up square column by a diagonal through plate", J. Constr. Steel Res., 70, 385-401.
DOI
ScienceOn
|