참고문헌
- 황병국, 전성민, 김기동, 고만기 (2007) 강재 모멘트 골조의 비선형 지진 해석을 위한 부등단면 보 요소. I: 요소개발. 한국 방재학회 논문집, 제7권, 제5호, pp. 27-35
- Dafalias, Y. F. (1975) On Cyclic and Anisotropic Plesticity: I) A General Model Including Materiel Behavior Under Stress Reversals, II) Anisotropic. Ph.D. Thesis, Dept. of Civ. Engrg., University of California, Berkeley
- Engelhardt, M.D. (1992) Cyclic Tests on Large Scale Steel Moment Connections. Report No. PMFSEL-92-2, University of Texas, Austin, Texas
- Engelhardt, M.D, Fry, G.T, Jones, S. Venti, M. and Holliday, S. (2000) Behavior and Design of Radjus-Cut Reduced Beam Sectjon Connections. Report No. SAC/BD-00/17, SAC Joint Venture, Sacramento, California
- Engelhardt, M.D, Winneberger, T, Zekany, A.J, and Potyraj, T.J. (1996) The Dogbane connection: Part II. Modern Steel Construction, 36 (8), AISC, Chicago, Illinois
- Federal Emergency Management Agency (FEMA) (2000) Recommended seismic design criteria for new steel moment-frame buildings. FEMA 350, Federal Emergency Management Agency, Washington, D.C.
- Hibbit, Karlsson, and Sorenson, Inc., (1996) ABAQUS user's manual- Verso 5.6. Pawtucket, R.I.
- Kim, K.D. and Engelhardt, M.D. (1995) Development of enslyticsl models for earthquake snslysis of steel moment frames. Report No. PMFSEL-95-2, University of Texas, Austin, Texas
- Kim, K.D. and Engelhardt, M.D. (2002) Monotonic and Cyclic Loading Models for Panel Zones in Steel Moment Frames. Journal of Constructional Steel Research. Vol. 58, No. 5-8, pp. 605-635 https://doi.org/10.1016/S0143-974X(01)00079-7
- Lee et al. (2002) Column Stiitener DetsiIiru; and Panel Zone Behavior of Steel Moment Frame Connections. Report No. ST-01-3.2, University of Minnesota
- Mroz, Z. (1967) An attempt to describe the behavior of metals under cyclic loads using a more general work hardening model. Acta Meclienics, Vol. 7, No. 2-3, pp. 199-212
- Ricles, J. M., C., Lu, L.W., and Fisher, J. W. (2000) Development and evslustion of Improved ductile welded unreintorced flange conections. Report No. SAClBD-00/24, SAC Joint Venture, Sacramento, California