References
- 김기동, 고만기, 황병국, 배창규 (2004) RBS 연결부를 갖는 보에 대한 부등 단면 보 요소. 한국강구조학회 논문집, 제16권, 제6호, pp.833-846
- 황병국,전충하, 김기동, 고만기 (2007) 강재 모멘트 골조의 비선형 지진 해석을 위한 부등단면 보 요소. II: 모델의 검증. 한국방재학회논문집, 제7권, 제5호, pp. 37-46
- AISC (2005a) Seismic provisions for structural steel buildings. ANSI/AISC 341-2005, American Institute of Steel Construction, Inc., Chicago, IL
- AISC (2005b) Prequahned connections for special and intermediate steel moment frames for seismic applications. ANSI/AISC 358-05, American Institute of Steel Construction, Inc., Chicago, IL
- Chambers, J.J., Almudhafar, S., and Stenger, F. (2003) Effect of reduced beam section frame elements on stiffness of moment frames. J. Struct. Engrg., ASCE, Vol. 129, No.3, pp. 383-394 https://doi.org/10.1061/(ASCE)0733-9445(2003)129:3(383)
- Chen, S.J., and Yeh, C.H. (1994) Enhancement of ductility of steel beam-to-column connections for seismic resistance. National Taiwan Institute of Technology, (presented at SSRC 1994 Annual Technical Session)
- Engelhardt, M.D., Winneberger, T., Zekany, A.J., and Potyraj, T.J. (1996) The Dogbone connection: Part II, Modern Steel Construction, 36 (8), AISC, Chicago, Illinois
- Faggiano, B., and Landolfo, R. (2003) Design criteria for RBS in MR frame retrofitting. Proc., the Conference on Behavior of Steel Structures in Seismic Areas, Italy, pp. 683-690
- FEMA (2000) Recommended seismic design criteria for new steel moment -frame buildings. FEMA 350, Federal Emergency Management Agency, Washington, D.C.
- Giberson, M.F. (1969) Two nonlinear beams with definition of ductility. J. Struc. Div., ASCE, Vol. 95, No.2, pp, 137-157
- Grubbs, K.V. (1997) The effects of the dogbone connection on the elastic stittness of steel moment frames. Master thesis, Dept. of Civ. Engrg., The University of Texas at Austin, Texas
- Mosaddad, B. and Powell, G.H. (1982) Computational models for cyclic plasticity rate dependence, and creep in finite element analysis. EERC Report No. 82/26, University of California, Berkeley
- Mroz, Z. (1967) An attempt to describe the behavior of metals under cyclic loads using a more general work hardening model. Acta Mechanica, Vol. 7, No. 2-3, pp. 199-212 https://doi.org/10.1007/BF01176668
- Przemieniecki, J.S. (1968) Theory of matrix structural analysis. McGraw-Hill Book Co., New York, N.Y.
- Youssef, N., Bonowitz, D., and Gross, J. (1995) A survey of steel moment -resisting frame buildings affected by the 1994 Northridge earthquake. NIST Rep. No. NISTIR 5625, National Institute of Standards and Technology, United States Dept. of Commerce Technology Administration, Washington, D.C.