과제정보
연구 과제 주관 기관 : 한국지진공학연구센터
참고문헌
- 이철호 등(2002), 고성능 내진 용접 철골모멘트 접합부 개발 및 설계지침 작성, 공동연구보고서, 포항산업과학원/현대건설 기술연구소
- Chen, S. J., Yeh, C. H., and Chu, J. M. (1996). Ductile steel beam-to-column connections for seismic resistance, J. Struct. Engrg., ASCE, 122(11), pp. 1292-1299
- Chi, B. and Uang, C.-M. (2002). Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Column, J. Struct. Engrg., ASCE, 128(4), pp. 464-473
- Engelhardt, M. D., Winneberger, T., Zekany, A. J., Potyraj, T. J., (1998). Experimental Investigations of Dogbone Moment Connections, Engrg. J., 35(4), AISC, Fourth Quarter, pp. 128-139
- Gilton, C. S. and Uang, C.-M. (2002). Cyclic Response and Design Recommendations of Weak-Axis Reduced Beam Section Moment Connections, J. Struct. Engrg., ASCE, 128(4), pp. 452-463
- Goel, S. C., Stojadinovic, B., and Lee, H.-K. (1997). Truss analogy for steel moment connections, Eng. J. 34(2), pp. 43-53
- HKS (2001) ABAQUS User's Manual, Version 6.2 Hibbit, Karlson & Sorenson, Inc., Pawtucket, Rhode Island
- Iwankiw, N. (1997). Ultimate strength consideration for seismic design of the reduced beam section (internal plastic hinge), Engrg. J. 34(1), pp. 3-16
- Jones, Sl. L., Fry, G. T., and Engelhardt, M. D., (2002). Experimental Evaluation of Cyclically Loaded Readuced Beam Section Moment Connections, J. Struct. Engrg., ASCE, 128(4), pp. 441-451
- Krawinkler, H. and Popov, E. P. (1982). Seismic Behavior of Moment Connections and Joints, J. Struct. Division., ASCE, 108(2), pp. 373-391
- Lee, C.-H., Jeon, S.-W., Kim, J.-H., Kim, J.-H., and Uang, C.-M. (2004), Seismic Performance of Reduced Beam Section Steel Moment Connections: Effects on Panel Zone Strength and Beam Web Connection Method, Proc., 13th World Conf. of Earthquake Engrg., Paper No. 3449, Vancouver, B.C., Canada
- Lee, C,-H., Kim, J,-H., (2004). Seismic Design of Reduced Beam Section Steel Moment Connections with Bolted Web Attachment, Proc. of SEEBUS 2004, pp. 259-268, Taiwan
- Lee, C.-H., Jeon, S.-W., Kim, J.-H., Uang, C.-M. (2005). Effects of Panel Zone Strength and Beam Web connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections, 2005 December issue of J. Struct Engrg., ASCE, (in-press)
- Plumier, A. (1997). The dogbone: back to the future, Engrg. J. 34(2), pp. 61-67
- Ricles, J. M., Mao, C., Lu, L. W., and Fisher, J. W. (2002). Inelastic Cycle Testing of Welded Unreinforced Moment Connections, J. Struct. Engrg., ASCE, 128(4), pp. 429-440
- SAC (2000). Seismic design criteria for new moment-resisting steel frame construction, Report No. FEMA 350, SAC Joint Ventrue, Sacramento, Calif
- Tsai, K. C., and Popov, E. P. (1988). Steel beamcolumn joints in seismic moment resisting frames, Rep. No. UCB/EERC-88/190, Earthquake Engrg
- Res. Ctr., University of California, Berkeley, Calif.
- Zekioglu, A., Mozaffarian, H., Chang, K. L., and Uang, C.-M. (1997). 'Designing after Northridge,' Modern Steel Constr., 37(3), pp. 36-42