1 |
ANSI/AISC 341-10 (2010), Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago, IL, USA.
|
2 |
ANSI/AISC 358-10 (2010), Prequalified connections for special and intermediate steel moment frames for seismic applications, American Institute of Steel Construction, Chicago, IL, USA.
|
3 |
ANSI/AISC 360-10 (2010), Specification for structural steel buildings, American Institute of Steel Construction, Chicago, IL, USA.
|
4 |
ANSYS (2012), ANSYS. Theory reference, ANSYS Inc., Canonsburg, PA, USA.
|
5 |
Ataollahi, S. and Banan, M. (2016), "Numerical cyclic behavior of T-RBS: A new steel moment connection", Steel Compos. Struct., 21(6), 1251-1264.
DOI
|
6 |
Cermelj, B. and Beg, D. (2014), "Cyclic behavior of welded stiffened beam-to-column joints - experimental tests", Steel Constr., 7(4), 221-229.
DOI
|
7 |
Cermelj, B., Moze, P. and Sinur, F. (2016), "On the prediction of low-cycle fatigue in steel welded beam-to-column joints", J. Constr. Steel Res., 117, 49-63.
DOI
|
8 |
Diaz, C. (2010), "Diseno de uniones semirrigidas mediante simulacion numerica y modelos Kriging", Doctoral Dissertation (in Spanish), Universidad Politecnica de Cartagena, Spain.
|
9 |
Diaz, C., Victoria, M., Marti, P. and Querin, O.M. (2011), "FE model of beam-to-column extended end-plate joints", J. Constr. Steel Res., 67(10), 1578-1590.
DOI
|
10 |
Esfandyary, R., Razzaghi, M. and Eslami, A. (2015), "A parametric investigation on the hysteretic behavior of CFT column to steel beam connections", Struct. Eng. Mech., 55(1), 205-228.
DOI
|
11 |
Fadden, M. (2013), "Cyclic Bending Behavior of Hollow Structural Sections and Their Application in Seismic Moment Frame Systems", Ph.D. Dissertation, University of Michigan, Ann Arbor, MI, USA.
|
12 |
Fadden, M. and McCormick, J. (2014a), "Finite element model of the cyclic bending behavior of hollow structural section beam members", J. Constr. Steel Res., 94, 64-75.
DOI
|
13 |
Fadden, M. and McCormick, J. (2014b), "HSS-to-HSS seismic moment connection performance and design", J. Constr. Steel Res., 101, 373-384.
DOI
|
14 |
Gholami, M., Deylami, A. and Tehranizadeh, M. (2013), "Seismic performance of flange plate connections between steel beams and box columns", J. Constr. Steel Res., 84, 36-48.
DOI
|
15 |
Faridmehr, I., Osman, M., Tahir, M., Nejad, A. and Hodjati, R. (2015), "Seismic and progressive collapse assessment of SidePlate moment connection system", Struct. Eng. Mech., 54(1), 35-54.
DOI
|
16 |
FEMA (2000a), "Recommended seismic design criteria for new steel moment-frame buildings (FEMA-350)", Federal Emergency Management Agency, Washington, D.C., USA.
|
17 |
FEMA (2000b), "State of the art report on past performance of steel moment-frame buildings in earthquakes (FEMA-355E)", Federal Emergency Management Agency, Washington, D.C., USA.
|
18 |
Kim, T.S. and Kuwamura, H. (2007), "Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear", Thin-Walled Struct., 45(4), 407- 421.
DOI
|
19 |
Murray, T.M. and Sumner, E.A. (2004), End-Plate Moment Connections - Wind and Seismic Applications, Design Guide Series 4 - 2nd Edition, American Institute of Steel Construction, Chicago, IL., USA.
|
20 |
Saleh, A., Zahrai, S. and Mirghaderi, S. (2016), "Experimental study on innovative tubular web RBS connections in steel MRFs with typical shallow beams", Struct. Eng. Mech., 57(5), 785-808.
DOI
|
21 |
Seek, M.W. and Murray, T.M. (2008), "Seismic strength of moment end-plate connections with attached concrete slab",. Proceedings of the Connections VI, Chicago, IL, USA, June.
|
22 |
Swanson J.A. and Leon R.T. (2000), "Bolted steel connections: tests on T-stub components", J. Struct. Eng., 126(1), 50-56.
DOI
|
23 |
Swanson, J.A. and Leon, R.T. (2001), "Stiffness modeling of bolted T-stub connection components", J. Struct. Eng,, 127(5), 498-505.
DOI
|
24 |
Yang, C., Yang, J.F., Su, M.S. and Liu, C.Z. (2016), "Numerical study on seismic behaviors of ConXL biaxial moment connection", J. Constr. Steel Res., 121, 185-201.
DOI
|
25 |
Tahir, M., Juki, I., Ishak, M. and Plank, R. (2014), "Performance of partial strength connection connected by thick plate between column flanges", Struct. Eng. Mech., 51(2), 215-228.
DOI
|