[1] Lee, C. H., Jung, J. H., Oh, M. H., & Koo, E. S. (2005). Experimental study of cyclic seismic behavior of steel moment
connections reinforced with ribs. Journal of Structural Engineering, 131(1), 108–118.
[2] Chen, C. C., Lee, J. M., & Lin, M. C. (2003). Behaviour of steel moment connections with a single flange rib.
Engineering Structures., 25(11), 1419–1428.
[3] Chen, C. C., Lu, C. A., & Lin, C. C. (2005). Parametric study and design of rib-reinforced steel moment connections.
Engineering Structures., 27(5), 699–708.
[4] Chen, C. C., Chen, S. W., Chung, M. D., & Lin, M. C. (2005). Cyclic behaviour of unreinforced and rib-reinforced
moment connections. Journal of Constructional of Steel Research, 61(1), 1–21.
[5] Chen, C. C., Lin, C. C., & Tsai, C. L. (2004). Evaluation of reinforced connections between steel beams and box
columns. Engineering Structures., 26(13), 1889–1904.
[6] Lee, C. H. (2002). Seismic Design of Rib-Reinforced Steel Moment Connections based on Equivalent Strut Model.
Journal of Structural Engineering, 128-September 2002, 1121–1129.
[7] Kim, T., Stojadinovi, B., & Whittaker, A. S. (2008). Seismic performance of pre-Northridge welded steel moment
connections to built-up box columns. Journal of Structural Engineering, 134(2), 289–299.
[8] Chou, C.C., & Jao, C.K. (2010). Seismic rehabilitation of welded steel beam-to-box column connections utilizing
internal flange stiffeners. Earthquake spectra, 26(4), 927–950.
[9] Chou, C. C., Tsai, K. C., Wang, Y. Y., & Jao, C. K. (2010). Seismic rehabilitation performance of steel side plate
moment connections. Earthquake Engineering and Structural Dynamics, 39(1), 23–44.
[10] Erfani, S., Asnafi, A. A., & Goudarzi, A. (2016). Connection of I-beam to box-column by a short stub beam. Journal of
Constructional of Steel Research, 127, 136–150.
[11] Jahanbakhti, E., Fanaie, N., & Rezaeian, A. (2017). Experimental investigation of panel zone in rigid beam to box
column connection. Journal of Constructional of Steel Research, 137, 180–191.
[12] Jiang, J., Chiew, S. P., Lee, C. K., & Tiong, P. L. Y. (2017). An experimental study on residual stresses of high
strength steel box columns. Journal of Constructional of Steel Research, 130, 12–21.
[13] Ghobadi, M. S., Mazroi, A., & Ghassemieh, M. (2009). Cyclic response characteristics of retrofitted moment resisting
connections. Journal of Constructional of Steel Research, 65(3), 586–598.
[14] Mazroi, A., Ghobadi, M. S., & Ghassemieh, M. (2011). Cyclic behavior and retrofitting guideline of plate reinforced
beam to column moment connection. Tehran, Road, Housing and Urban Development Research Center.
[15] ANSI/AISC 341-10. (2010). Seismic Provisions for Structural Steel Buildings. Chicago, American Institute of Steel
Construction.
[16] Iran’s building national code, the tenth section , Design and Construction of Steel Structures, (2013), Tehran,
Collecting and Promoting Office of Building National Codes.
[17] Mirghaderi, S. R., Torabian, S., & Keshavarzi, F. (2010). I-beam to box-column connection by a vertical plate passing
through the column. Engineering Structures., 32(8), 2034–2048.
[18] ANSI/AISC 360-10, (2010). Specification for Structural Steel Buildings. Chicago, American Institute of Steel
Construction.
[19] AWS D1.1/D1.1M, (2015). Structural Welding Code-Steel. Miami, American Welding Society.
[20] Saneei Nia, Z., Mazroi, A. & Ghassemieh, M. (2014). Cyclic performance of flange-plate connection to box column
with finger shaped plate. Journal of Constructional of Steel Research, 101, 207–223.
[21] Ghobadi, M. S., Ghassemieh, M., Mazroi, A., & Abolmaali, A. (2009). Seismic performance of ductile welded
connections using T-stiffener. Journal of Constructional of Steel Research, 65(4), 766–775.
[22] ABAQUS: User’s Manual, Version 6.3. Hibbit, Karlsson, & Sorensen, Incorporated, 2003.
[23] Hancock, J. W., & Mackenzie, A. C. (1976). On the mechanisms of ductile failure in high-strength steels subjected to
multi-axial stress-states. Journal of Mechanics and Physics of Solids, 24(2), 147–169.
[24] El-Tawil, S., Mikesell, T., Vidarsson, E., & Kunnath, S. K. (1998). Strength and Ductility of FR Welded-Bolted
Connections. Sacramento, SAC Joint Venture. Report No. SAC/BD-98/01.
[25] Ricles, J. M., Fisher, J. W., Lu, L. W., & Kaufmann, E. J. (2002). Development of improved welded moment
connections for earthquake-resistant design. Journal of Constructional of Steel Research, 58(5), 565–604.
[26] ASCE/SEI41-13, (2013). Seismic Evaluation and Retrofit of Existing Building. Virginia, American Society of Civil
Engineers.
[27] Farooghi Mehr, S. M. R. and Ghobadi, M. S. (2017). Seismic performance of retrofitted WFP connections joined to
box column using ribs. Journal of Constructional of Steel Research, 137- October 2017, 297–310.
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