1 |
Abidelah, A., Bouchair, A. and Kerdal, D.E. (2012), "Experimental and analytical behavior of bolted end-plate connections with or without stiffeners", J. Constr. Steel Res., 76, 13-27.
DOI
|
2 |
AISC 360 (2010), Specification for Structural Steel Buildings, American Institute of Steel Construction; Chicago, IL, USA.
|
3 |
Akbas, B. and Shen, J. (2003), "Seismic behavior of steel buildings with combined rigid and semi-rigid frames", Turkish J. Eng. Environ. Sci., 27(4), 253-264.
|
4 |
ASCE 7 (2010), Minimum Design Loads for Buildings and other Structures, American Society of Civil Engineering; Reston, VA, USA.
|
5 |
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
|
6 |
Feizi, M.G., Mojtahedi, A. and Nourani, V. (2015), "Effect of semi-rigid connections in improvement of seismic performance of steel moment-resisting frames", Steel Compos. Struct., Int. J., 19(2), 467-484.
DOI
|
7 |
FEMA 356 (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency; Reston, VA, USA.
|
8 |
Frye, M.J. and Morris, G.A. (1975), "Analysis of flexibly connected steel frames", Can. J. Civil Eng., 2(3), 280-291.
DOI
|
9 |
Garlock, M.M., Ricles, J.M. and Sause, R. (2003), "Cyclic load tests and analysis of bolted top-and-seat angle connections", J. Struct. Eng., 129(12), 1615-1625.
DOI
|
10 |
Ghobarah, A., Osman, A. and Korol, R.M. (1990), "Behavior of extended end-plate connections under cyclic loading", J. Eng. Struct., 12(1), 15-27.
DOI
|
11 |
Latour, M. and Rizzano, G. (2012), "Experimental behavior and mechanical modeling of dissipative T-stub connections", J. Struct. Eng., 138(2), 170-182.
DOI
|
12 |
Kim, S.E. and Choi, S.H. (2001), "Practical advanced analysis for semi-rigid space frames", Int. J. Solids Struct., 38(50), 91119131.
|
13 |
Kim, J., Ghaboussi, J. and Elnashai, A.S. (2010), "Mechanical and informational modeling of steel beam-to-column connections", J. Eng. Struct., 32(2), 449-458.
DOI
|
14 |
Kishi, N., Chen, W.F., Goto, Y. and Hasan, R. (1996), "Behavior of tall buildings with mixed use of rigid and semi-rigid connections", J. Comput. Struct., 61(6), 1193-1206.
DOI
|
15 |
Mahmoud, H.N., Elnashai, A.S., Spencer Jr., B.F., Kwon, O.S. and Bennier, D.J. (2013), "Hybrid simulation for earthquake response of semirigid partial-strength steel frames", J. Struct. Eng., 139(7), 1134-1148.
DOI
|
16 |
Nader, M.N. and Astaneh, A. (1991), "Dynamic behavior of flexible, semi rigid and rigid steel frames", J. Constr. Steel Res., 18(3), 179-192.
DOI
|
17 |
Shi, G., Shi, Y. and Wang, Y. (2007), "Behavior of end-plate moment connections under earthquake loading", J. Eng. Struct., 29(5), 703-716.
DOI
|
18 |
Rafiee, A., Talatahari, S. and Hadidi, A. (2013), "Optimum design of steel frames with semi-rigid connections using Big Bang-Big Crunch method", Steel Compos. Struct., Int. J., 14(5), 431-451.
DOI
|
19 |
Razavi, M. and Abolmaali, A. (2014), "Earthquake resistance frames with combination of rigid and semi-rigid connections", J. Constr. Steel Res., 98, 1-11.
DOI
|
20 |
Sagiroglu, M. and Aydin, A.C. (2015), "Design and analysis of non-linear space frames with semi-rigid connections", Steel Compos. Struct., Int. J., 18(6), 1405-1421.
DOI
|
21 |
Stelmack, T.W., Marley, M.J. and Gerstle, K.H. (1986), "Analysis and tests of flexibly connected steel frames", J. Struct. Eng., 112(7), 1573-1588
DOI
|