참고문헌
- ANSI/AISC 360-10 (2010), "Specification for structural steel buildings", American Institute of Steel Construction.
- ANSYS user manual (2007), ANSYS, Inc.
- Berman, J.W., Okazaki, T. and Hauksdottir, H.O. (2010), "Reduced link sections for improving the ductility of eccentrically braced frame link-to-column connections", J. Struct. Eng., 136(5), 543-553. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000157
- Chao, S.H., Khandelwal, K. and El-Tawil, S. (2006), "Ductile web fracture initiation in steel shear links", J. Struct. Eng., 132(8), 1192-1200. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:8(1192)
- Cheng, C.C., Chun, C.L. and Chieh, H.L. (2006), "Ductile moment connections used in steel column-tree moment-resisting frames", J. Constr. Steel Res., 62(8), 793-801. https://doi.org/10.1016/j.jcsr.2005.11.012
- Cheol, H.L. (2006), "Review of force transfer mechanism of welded steel moment connections", J. Constr. Steel Res., 62(7), 695-705. https://doi.org/10.1016/j.jcsr.2005.11.005
- Dusicka, P., Itani, A.M. and Buckle, L.G. (2004), "Finite element investigation of steel built-up shear links subjected to inelastic deformations", Earthquake Eng. Struc., 3(2), 195-203.
- Engelhardt, M.D. and Sabol, T.A. (1998), "Reinforcing of steel moment connections with cover plates: Benefits and modifications", J. Eng. Struct., 20(4-6), 510-520. https://doi.org/10.1016/S0141-0296(97)00038-2
- Farrokhi, H., Ahmadi, D.F. and Eshghi, S. (2010), "The on structural detailing effect seismic behavior of steel moment resisting connections", Struct. Eng. Mech., Int. J., 35(5), 617-630. https://doi.org/10.12989/sem.2010.35.5.617
- FEMA350 (2000), "Recommended seismic design criteria for new steel moment-frame buildings", Washington D.C., Federal Emergency Management Agency.
- FEMA-355D (2000), "State of the art report on connection performance", Washington D.C., Federal Emergency Management Agency.
- Gilton, C.S. and Uang, C.M. (2002), "Cyclic response and design recommendations of weak-axis reduced beam section moment connections", J. Struct. Eng., 128(4), 452-463. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(452)
- Hedayat, A.A. and Celikag, M. (2009a), "Fracture moment and ductility of welded connection", Proceeding of the Institution of Civil Engineers - Structures and Buildings, UK, December, 162(6), 405-418. https://doi.org/10.1680/stbu.2009.162.6.405
- Hedayat, A.A. and Celikag, M. (2009b), "Post-Northridge connection with modified beam end configuration to enhance strength ductility ", J. Constr. Steel Res., 65(7), 1413-1430. https://doi.org/10.1016/j.jcsr.2009.03.007
- Hedayat, A.A. and Celikag, M. (2009c), "Wedge design: A reduced beam web (RBW) connection for seismic regions", Adv. Struct. Eng., 13(2), 263-290.
- Kim, T., Whittaker, A.S., Gilani, A.S., Bertero, V.V. and Takhirov, S.M. (2000), "Cover-Plate and Flange-Plate reinforced steel-moment resisting connections", SAC/BD-00/27.
- Lee, C.H. and Yoon, T.H. (1999), "Analytical re-examination of shear transfer in welded steel moment connection", Proceeding of the 1st Japan-Korea Joint Seminar on Earthquake Engineering for Building Structures, Seoul, Korea, October, 1, 119-128.
- Lee, H., Stojadinovic, B., Goel, S.C., Margarian, A.G., Choi, J. and Wongkaew, A. (2000), Parametric Tests on Unreinforced Connections, SAC/BD-00/01, Volume I - Final Report.
- Lee, S.L., Ting, L.C. and Shanmugam, N.E. (1993), "Use of external T-stiffeners in box-column to I-beam connections", J. Constr. Steel Res., 26(2-3), 77-98. https://doi.org/10.1016/0143-974X(93)90030-V
- Mao, C., Ricles, J., Lu, L. and Fisher, J. (2001), "Effect of local details on ductility of welded moment connections", J. Struct. Eng., 127(9), 1036-1044. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:9(1036)
- Miller, D.K. (1998), "Lessons learned from the Northridge earthquake", Eng. Struct., 20(4-6), 249-260. https://doi.org/10.1016/S0141-0296(97)00031-X
- Mirghaderi, S.R., Torabian, S. and Keshavarzi, F. (2010), "I-beam to box-column connection by a vertical plate passing through the column", Eng. Struct., 32(8), 2034-2048. https://doi.org/10.1016/j.engstruct.2010.03.002
- MoslehiTabar, A. and Deylami, A. (2005), "Instability of beams with reduced beam section moment connections emphasizing the effect of column panel zone ductility", J. Constr. Steel Res., 6(11), 1475-1491.
- Popov, E.P. (1987), "Panel zone flexibility in seismic moment joints", J. Constr. Steel Res., 8, 91-118. https://doi.org/10.1016/0143-974X(87)90055-1
- Prinz, G.S. and Richards, P.W. (2009), "Eccentrically braced frame links with reduced web sections", J. Constr. Steel Res., 65(10-11), 1971-1978. https://doi.org/10.1016/j.jcsr.2009.04.017
- Ricles, J.M., Mao, C., Lu, L.W. and Fisher, J.W. (2003), "Ductile details for welded unreinforced moment connections subject to inelastic cyclic loading", Eng. Struct., 25(5), 667-680. https://doi.org/10.1016/S0141-0296(02)00176-1
- SAC-96-01 (1996), "Experimental investigations of beam-column subassemblies", Report No. SAC-96-01, SAC Joint Venture, Sacramento, CA, USA.
- Saffari, H., Hedayat A.A. and Poorsadeghi Nejad, M. (2013), "Post-Northridge connections with slit dampers to enhance strength and ductility", J. Constr. Steel Res., 80, 138-152. https://doi.org/10.1016/j.jcsr.2012.09.023
- Shanmugam, N.E., Ting, L.C. and Lee, S.L. (1991), "Behaviour of I-beam to box-column connections stiffened externally and subjected to fluctuating loads", J. Constr. Steel Res., 20(2), 129-148. https://doi.org/10.1016/0143-974X(91)90016-T
- Stojadinovic, B., Goel, S., Lee, K., Margarian, A. and Choi, J. (2000), Parametric Tests on Unreinforced Connections, SAC/BD-00/01, Vol. I: Final Report.
- Ting, L.C., Shanmugam, N.E. and Lee, S.L. (1993), "Design of I-beam to box-column connections stiffened externally", Eng. J., 30(4), 141-149.
- Torabian, S., Mirghaderi, S.R. and Keshavarzi, F. (2012), "Moment-connection between I-beam and built-up square column by a diagonal through plate", J. Constr. Steel Res., 70, 385-401. https://doi.org/10.1016/j.jcsr.2011.10.017
피인용 문헌
- A mathematical steel panel zone model for flanged cruciform columns vol.20, pp.4, 2016, https://doi.org/10.12989/scs.2016.20.4.851
- Local Flange Bending and Continuity Plate Requirements in Double-Web H-Shaped Columns vol.18, pp.1, 2018, https://doi.org/10.1007/s13296-018-0316-3
- Seismic Performance of Post-Northridge Welded Connections vol.15, pp.2, 2018, https://doi.org/10.1590/1679-78254574