1 |
Mirghaderi, S.R., Torabian, S. and Imanpour, A. (2010), "Seismic performance of the accordion-web RBS connection", J. Constr. Steel Res., 66, 277-288.
DOI
|
2 |
Morrison, M., Schweizer, D. and Hassan, T. (2015), "An innovative seismic performance enhancement technique for steel building moment resisting connections", J. Constr. Steel Res., 109, 34-46.
DOI
|
3 |
Naeim, F. (2001), The Seismic Design Handbook, (2nd Ed.), Kluwer Academic Publishers, 418 p.
|
4 |
Pachoumis, D.T., Galoussis, E.G., Kalfas, C.N. and Efthimiou, I.Z. (2010), "Cyclic performance of steel moment-resisting connections with reduced beam sections-experimental analysis and finite element model simulation", Eng. Struct., 32(9), 2683-2692.
DOI
|
5 |
Saleh, A., Mirghaderi, S.R. and Zahrai, S.M. (2016a), "Cyclic testing of tubular web RBS connections in deep beams", J. Constr. Steel Res., 117, 214-226.
DOI
|
6 |
Saleh, A., Zahrai, S.M. and Mirghaderi, S.R. (2016b), "Experimental study on innovative tubular web RBS connections in steel MRFs with typical shallow beams", Struct. Eng. Mech., Int. J., 57(5), 785-808.
DOI
|
7 |
Tsavdaridis, K.D. and D'Mello, C. (2012), "Optimisation of novel elliptically-based web opening shapes of perforated steel beams", J. Constr. Steel Res., 76, 39-53.
DOI
|
8 |
Wilkinson, S., Hurdman, G. and Crouther, A. (2006), "A moment resisting connection for earthquake resisting structure", J. Constr. Steel Res., 62, 295-302.
DOI
|
9 |
Yang, Q. and Yang, N. (2009), "Seismic behaviors of steel moment resisting frames with opening in beam web", J. Constr. Steel Res., 65(6), 1323-1336.
DOI
|
10 |
ABAQUS/PRE (1997), User's manual, Hibbit, Karlsson and Sorensen Inc.
|
11 |
American Institute of Steel Construction (AISC) (2010), Seismic Provisions for Structural Steel Buildings, Chicago, IL, USA.
|
12 |
Ataollahi, S., Banan, M.R. and Banan, M.R. (2016), "Numerical cyclic behavior of T-RBS: A new steel moment connection", Steel Compos. Struct., Int. J., 21(6), 1251-1264
DOI
|
13 |
Eldib, M.E. (2004), "Buckling analysis of beams with corrugated webs", Proceeding of 5th International Conference on Civil and Architecture Engineering (ICCAE Conf), Singapore, May.
|
14 |
Federal Emergency Management Agency (2000b), FEMA-355D, State of the art report on connection performance, Washington, D.C., USA.
|
15 |
Engelhardt, M., Winneberger, T., Zekany, A. and Potyraj, T. (1998), "Experimental investigation of Dog bone moment connections", Eng. J. AISC. Fourth Quarter, 128-139.
|
16 |
Federal Emergency Management Agency (2000a), FEMA-350, Seismic design criteria for new moment resisting steel frame construction, Washington, D.C., USA.
|