References
- ICC, International Building Code (IBC), International code council, INC, 2012.
- ICC, International Residential Code (IRC), International code council, INC, 2012.
- Horie, K., Maki, N., Kohiyama, M., Lu, H., Tanaka, S., Hashitera, S., Shigehawa, K., and Hayashi, H., Process of Housing Damage Assessment: The 1995 Hanshin-Awaji Earthquake Disater Case, Natural hazards, Vol. 29, No. 3, 341-370, 2003. https://doi.org/10.1023/A:1024777104808
- Black, C., Makris, N., and Aiken, I., Component testing, Stability Analysis and Characterization of Buckling Restrained Unbonded Braces, Report No. PEER-2002/08: PEERC, University of California at Berkeley, California, 2002.
- Sam, M., Balendra, T., and Liaw, C., "Earthquake-resistant steel frames with energy dissipating knee elements," Engineering Structures, Vol. 17, No. 5, 334-343, 1995. https://doi.org/10.1016/0141-0296(95)00016-Z
- Kim, J., and Seo, Y., "Seismic design of steel structures with buckling-restrained knee braces," Journal of Constructional Steel Research, Vol. 59, No. 12, 1477-1497, 2003. https://doi.org/10.1016/S0143-974X(03)00100-7
- Takeuchi, T., Hajjar, J. F., Matsui, R., Nishimoto, K., and Aiken, I.D., "Local buckling restraint condition for core plates in buckling restrained braces," Journal of Constructional Steel Research, Vol. 66, No. 2, 139-149, 2010. https://doi.org/10.1016/j.jcsr.2009.09.002
- Wen, Y.K., Ellingwood, B.R., and Bracci, J., Vulnerability function framework for consequence-based engineering, MAE Report 04-04, Mid-America Earthquake Center, University of Illinois at Urbana-Champaign, 2004.
- Jeong, S.H., and Elnashai, A.S., "Probabilistic fragility analysis parameterized by fundamental response quantities," Engineering Structures, Vol. 29, No. 6, 1238-1251, 2007. https://doi.org/10.1016/j.engstruct.2006.06.026
- 정성훈, 이기학, 이도형, "지진 취약성 등고선을 이용한 내진성능 평가 방법," 한국지진공학회 논문집, 제15권, 제3호, 65-72, 2011.
- Elnashai, A.S., Papanikolaou, V., and Lee, D. ZeusNL - A Program for Inelastic Dynamic Analysis of Structures, MAE Center, University of Illinois at Urbana-Champaign, USA., 2001.
- 대한건축학회, 건축구조설계기준 - KBC 2009, 2009.
- FEMA, NEHRP Recommended Sesimic Provisions for New Buildings and Other Structures, Report No. FEMA P-750, Federal Emergency Management Agency, Washington, D.C., 2010.
- FEMA, Pre-standard and commentary for the seismic rehabilitation of buildings, Report No. FEMA 356, Federal Emergency Management Agency, Washington(DC), 2000.
- Somerville, P., Smith, N., Puntamurthula, S., and Sun, J., Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project, SAC Background Document SAC/BD-97/04, SAC Joint Venture, Sacramento, California, 1997.
- SeismoSoft. SeismoMatch - A computer program for adjusting earthquake accelerograms to match a specific target response spectrum, http://www.seismosoft.com, 2010.
- FEMA, State-of-the-art report on performance prediction and evaluation of moment-resisting steel frame structures, Report No. FEMA 355f, Federal Emergency Management Agency, Washington, D.C, 2000.
- Leyendecker, E.V., Hunt, R.J., Frankel, A.D., and Rukstales, K.S., "Development of maximum considered earthquake ground motion maps," Earthquake Spectra, Vol. 16, No. 1, 21-40, 2000. https://doi.org/10.1193/1.1586081
- Watanabe, A., Hitomoi, Y., Saeki, E., Wada, A., and Fujimoto, M., "Properties of braced encased in bucklingrestrained concrete and steel tube," Proc. 9th World Conference on Earthquake Engineering, Tokyo/Kyoto, Japan, 4, 719-724, 1988.
- Sridhara, B.N., "Sleeved column-as a basis compression member," Proceedings, 4th International conference on steel structures & space frames, Singapore. 181-188, 1990.
- Prasad, B., "Experimental investigation of sleeved column," Proceedings, 33rd Structural Dynamics and Materials Conference, American Institute of Aeronautics and Astronautics, Dallas, 1992.
- Ju, Y.K., Kim, M.H., Kim, J., and Kim, S.D., "Component tests of buckling-restrained braces with unconstrained length," Engineering Structures, Vol. 31, No. 2, 507-516, 2009. https://doi.org/10.1016/j.engstruct.2008.09.014
- 박대진, 주영규, 김명한, 김도현, 김상대, "비좌굴 가새의 무보강 길이에 따른 이력거동 평가," 대한건축학회논문집, 제22권, 제12호, 37-46, 2006.
- Mehmet, E., Cem, T., "An Experimental Study on Steel- Encased Buckling-Restrained Brace Hysteretic Dampers," Earthquake Engng Struct. Dyn. Vol. 39, No. 5, 561-581, 2010.
- AISC, Seismic Provision for Structural Steel Building. American Inst. of Steel construction, Inc., Chicago, 2005.
- 이진, 이기학, 이한선, 김희철, 이영학, "채널 형강을 이용한 비좌굴 Knee Bracing Syste의 내진성능에 대한 실험적 연구," 한국강구조학회 논문집, 제21권, 제1호, 71-81, 2009.
- Aristizabal-Ochoa, J.D., "Disposable knee bracing: improvement in seismic design of steel frames," Journal of Structural engineering, Vol. 112, No. 7, 1544-1552, 1986. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:7(1544)
- Suita, K., Inoue, K., Koetaka, Y., Ando, M., and Byakuno, Y., "Full-scale test on weld-free building structure with knee brace dampers," International conference on behaviour of steel structures in seismic areas, Stessa 2006, 2006, 533-540.
- Prakash, V., Powell, G.H., and Campbell, S., "Drain-2DX, Element description and user guide", Univ. of California, Berkeley, CA, 1993.
- ATC, Seismic Evaluation and Retrofit of Concrete Buildings, Report No. ATC-40, Applied Technology Council, Redwood City, California, 1996.
- FEMA, NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Report No. FEMA-273 Washington, DC, 1997.
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