1 |
Kim, T., Whittaker, A.S., Gilani, A.S.J., Bertero, V.V. and Takhirov, S.M. (2002), "Cover-plate and flange-plate steel moment-resisting connections", J. Struct. Eng., 128, 474-482.
DOI
|
2 |
Lu, L.F., Xu, Y., Zhou, T. and Zheng, H. (2016), "Experimental research on box strengthened joint connection for weak axis of I-section column-H-shaped beam under monotonic loading", J. Build. Struct., 37(2), 73-80.
|
3 |
Lu, L., Xu, Y. and Zheng, H. (2017), "Investigation of composite action on seismic performance of weak-axis column bending connections", J. Constr. Steel Res., 129, 286-300.
DOI
|
4 |
ANSI/AISC 341-10 (2010), Seismic Provisions for structural steel buildings. AISC; Chicago, IL, USA.
|
5 |
Nassani, D.E., Chikho, A.H. and Akgonen, A.I. (2017), "Semi-rigidity of cap plate and extended end plate connections", Steel Compos. Struct., Int. J., 23(5), 493-499.
DOI
|
6 |
Rezaifar, O. and Younesi, A. (2016), "Finite element study the seismic behavior of connection to replace the continuity plates in (NFT/CFT) steel columns", Steel Compos. Struct., Int. J., 21(1), 73-91.
DOI
|
7 |
Shim, H.J., Lee, E.T., Kim, S.B. and Kim, S.S. (2014), "Development and performance evaluation of weak-axis column bending connections for advanced constructability", Int. J. Steel Struct.res, 14(2), 369-380.
DOI
|
8 |
Xu, Y.L., Lu, L.F., and Zhang, B.C. (2016), "Influence factor analysis on hysteretic behavior of weak-axis cover-plate connections of I-section column in frame side joint", J. Southeast Univ. (Natural Science Ed.), 46(3) 537-544.
|
9 |
Zahrai, S.M., Mirghaderi, S.R. and Saleh, A. (2017a), "Increasing plastic hinge length using two pipes in a proposed web reduced beam section, an experimental and numerical study", Steel Compos. Struct., Int. J., 23(4), 421-433.
DOI
|
10 |
Zahrai, S.M., Mirghaderi, S.R. and Saleh, A. (2017b), "Tubular Web Reduced Beam Section (TW-RBS) connection, a numerical and experimental study and result comparison", Steel Compos. Struct., Int. J., 23(5), 571-583.
DOI
|
11 |
FEMA-267 (1995), Interim Guidelines: Evaluation, Repair, Modification and Design of Steel Moment Frames, Report No. SAC-95-02; Washington, D.C., 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), 1251-1274.
DOI
|
13 |
Driscoll, G.C. and Beedle, L.S. (1982), "Suggestions for avoiding beam-to-column web connection failure", Eng. J., 19(1), 16-19.
|
14 |
Engelhardt, M.D. and Sabol, T.A. (1998), "Reinforcing of steel moment connections with cover plates: benefits and limitations", Eng. Struct., 20(4-6), 510-520.
DOI
|
15 |
FEMA-355D (2000), State of the Art Report on Connection Performance; prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, WA, USA.
|
16 |
GB 50011-2010(2010), Code for Seismic Design of Buildings, China Architecture & Building Press; Beijing, P.R. China.
|
17 |
JGJ/T 101 (2015), Specification for seismic test of buildings; China Architecture & Building Press; Beijing, P.R. China.
|