1 |
American Institute of Steel Construction (AISC) (2010), Specification for Structural Steel Buildings, Chicago, IL, USA.
|
2 |
Becker, R. (1975), "Panel zone effect on the strength and stiffness of steel rigid frames", Eng. J., AISC, 12(1), 19-29.
|
3 |
Bertero, V.V., Krawinkler, H. and Popov, E.P. (1973), "Further studies on seismic behavior of steel beamto-column subassemblages", EERC Rep. No. 73-27; University of California, Berkeley, CA, USA.
|
4 |
Brandonisio, G., De Luca, A. and Mele, E. (2012), "Shear strength of panel zone in beam-to-column connections", J. Construct. Steel Res., 71, 129-142.
DOI
|
5 |
El-Tawil, S., Mikesell, T., Vidarsson, E. and Kunnath, S.K. (1998), "Strength and ductility of FR weldedbolted connections", Report No. SAC/BD-98/01; SAC Joint Venture.
|
6 |
Fielding, D.J. and Huang, J.S. (1971), "Shear in steel beam-to-column connections", Welding Journal, 50(3), 313-326.
|
7 |
Hedayat, A.A., Saffari, H. and Mousavi, M. (2013), "Behavior of steel reduced beam web (RBW) connections with arch-shape cut", J. Adv. Struct. Eng., 16(10) 1644-1662.
|
8 |
Jin, J. and El-Tawil, S. (2005), "Evaluation of FEMA-350 seismic provisions for steel panel zones", J. Struct. Eng.,ASCE, 131(2), 250-258.
DOI
|
9 |
Kim, K.D. and Engelhardt, M.D. (2002), "Monotonic and cyclic loading models for panel zones in steel moment frames", J. Construct. Steel Res., 58(5-8), 605-635.
DOI
|
10 |
Krawinkler, H. and Mohasseb, S. (1987), "Effects of panel zone deformations on seismic response", J. Construct. Steel Res., 8, 233-250.
DOI
|
11 |
Krawinkler, H., Bertero, V.V. and Popov, E.P. (1971), "Inelastic behavior of steel beam-to-column subassemblages", EERC Rep. No. 71-7; University of California, Berkeley, CA, USA.
|
12 |
Lee, K.H., Stojadinovic, B., Goel, S.C., Margarin, A.G., Choi, J., Wongkaew, A., Reyher, B.P. and Lee, D.Y. (2000), "Parametric tests on unreinforced connections", SAC Background Document, SAC/BD-00/01; SAC Joint Venture, Richmond, CA, USA.
|
13 |
Popov, E.P. and Takhirov, S. (2001), "Experimental study of large seismic steel beam-to-column connections", PEER-2001/01; Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA.
|
14 |
Mansouri, I. and Saffari, H. (2014), "A new steel panel zone model including axial force for thin to thick column flanges", Steel Compos. Struct., Int J., 16(4), 417-436.
DOI
|
15 |
Nasrabadi, M.M., Torabian, S. and Mirghaderi, S.R. (2013), "Panel zone modelling of flanged cruciform columns: An analytical and numerical approach", Eng. Struct., 49, 491-507.
DOI
|
16 |
Popov, E.P. (1987), "Panel zone flexibility in seismic moment joints", J. Construct. Steel Res., 8, 91-118.
DOI
|
17 |
Ricles, J.M., Zhang, X., Lu, L.W. and Fisher, J.W. (2004), "Development of seismic guidelines for deepcolumn steel moment connections", ATLSS Report No. 04-13.
|
18 |
Saffari, H., Hedayat, A.A and Nejad, M.P. (2013a), "Post-Northridge connections with slit dampers to enhance strength and ductility", J. Construct. Steel Res., 80, 138-152.
DOI
|
19 |
Saffari, H., Hedayat, A.A. and Goharizi, N.S. (2013b), "Suggesting double-web I-shape columns for omitting continuity plates in a box column", Steel Compos. Struct., Int J., 15(6), 585-603.
DOI
|
20 |
Saffari, H., Hedayat, A.A. and Goharrizi, N.S. (2015), "New alternatives for continuity plates in I-beam to box columns connections", Asian J. Civil Eng. (BHRC), 16(2), 219-233.
|
21 |
SIMULIA. ABAQUS (2013), Analysis and theory manuals, SIMULIA, The Dassault Systemes, Realistic Simulation, Providence, RI, USA.
|
22 |
Wang, S.J. (1988), "Seismic response of steel building frames with inelastic joint deformation", Lehigh University, Bethlehem, PA, USA.
|