참고문헌
- Akbas, B. (1997), "Energy-based earthquake resistant design of steel moment resisting frames", Ph.D thesis, Department of Civil and Architectural Engineering, Illinois Institute of Technology.
- Akbas, B., Shen, J. and Hao, H. (2001), "Energy approach in performance-based design of steel moment resisting frames for basic safety objective", Struct. Des. Tall Build., 10(8), 193-217. https://doi.org/10.1002/tal.172
- Akiyama, H. (1985), Earthquake-resistant limit-state design for buildings, University of Tokyo Press.
- Arias, A. (1970), "A measure of earthquake intensity", Seismic Design for Nuclear Power Plants, Eds. Hansen, R.J., MIT Press, Cambridge, MA, 438-483.
- Arroyo, D. and Ordaz, M. (2007), "Hysteretic energy demands for SDOF systems subjected to narrow band earthquake ground motions. Applications to the lake bed zone of Mexico City", J. Earthq. Eng., 11(2), 147-165. https://doi.org/10.1080/13632460601123131
- Bojorquez, E. and Ruiz, S.E. (2004), "Strength reduction factors for the valley of Mexico taking into account low cycle fatigue effects", 13th World Conference on Earthquake Engineering, Vancouver, Canada.
- Bojorquez, E, Diaz, M.A., Ruiz, S.E. and Teran-Gilmore, A. (2006), "Correlation between local and global cyclic structural capacity of SMR frames", First European Conference on Earthquake Engineering and Seismology, Geneva Switzerland.
- Bojorquez, E., Ruiz, S.E. and Teran-Gilmore, A. (2008a), "Reliability-based evaluation of steel structures using energy concepts", Eng. Struct., 30(6), 1745-1759. https://doi.org/10.1016/j.engstruct.2007.11.014
- Bojorquez, E., Teran-Gilmore, A. Ruiz, S.E. and Reyes-Salazar, A. (2008b), "Evaluation of structural reliability of steel frames considering cumulative damage", The 14th World Conference on Earthquake Engineering, Beijing, China.
- Bojorquez, E. and Rivera, J.L. (2008), "Effects of degrading models for ductility and dissipated hysteretic energy in uniform annual failure rate spectra", The 14th World Conference on Earthquake Engineering, Beijing, China.
- Bojorquez, E., Teran-Gilmore A., Bojorquez J. and Ruiz, S.E. (2009), "Explicit consideration of cumulative damage for seismic design of structures through ductility reduction factors", Revista de Ingenieria Sismica (Sociedad Mexicana de Ingenieria Sismica), 80, 31-62.
- Bozorgnia, Y. and Bertero, V.V. (2001), "Improved shaking and damage parameters for post-earthquake applications", Proceedings of the SMIP01 Seminar on Utilization of Strong-Motion Data, Los Angeles, California.
- Brescia, M., Landolfo, R., Mammana, O., Iannone, F., Piluso, V. and Rizzano, G. (2009), "Preliminary results of an experimental program on the cyclic response and rotation capacity of steel members", Behaviour of Steel Structures in Seismic Areas STESSA, Philadelphia Pennsylvania.
- Calderoni, B. and Rinaldi, Z. (2000), "Inelastic dynamic and static analysis for steel MRF seismic design", Behaviour of Steel Structures in Seismic Areas STESSA, Balkema Rotterdam.
- Calderoni, B. and Rinaldi, Z. (2002), "Seismic performance evaluation for steel MRF: non linear dynamic and static analyses", Steel. Compos. Struct., 2(2), 113-128. https://doi.org/10.12989/scs.2002.2.2.113
- Carr, A. (2002), RUAUMOKO, Inelastic Dynamic Analysis Program, University of Cantenbury, Department of Civil Engineering.
- Cosenza, E. and Manfredi, G. (1996), "Seismic design based on low cycle fatigue criteria", 11 World Conference on Earthquake Engineering, Acapulco, Mexico.
- Choi, H. and Kim, J. (2006), "Energy-based seismic design of buckling-restrained braced frames using hysteretic energy spectrum", Eng. Struct., 28(2), 304-311. https://doi.org/10.1016/j.engstruct.2005.08.008
- Engelhardt, M.D. and Husain, A.S. (1992), "Cyclic tests on large scale steel moment connections", Report No. PMFSEL 92-2, Phil M. Ferguson Structural Engineering Laboratory, University of Texas at Austin.
- Fajfar, P. (1992), "Equivalent ductility factors taking into account low-cycle fatigue", Earthq. Eng. Struct. Dynam., 21(10), 837-848. https://doi.org/10.1002/eqe.4290211001
- Fajfar, P. and Krawinkler, H. (1997), Seismic Design Methodologies for the Next Generation of Codes, A.A. Balkema.
- Hancock, J. and Bommer, J.J. (2006), "A state-of-knowledge review of the influence of strong-motion duration on structural damage", Earthq. Spectra, 22(3), 827-845. https://doi.org/10.1193/1.2220576
- Housner, G. W. (1956), "Limit design of structures to resist earthquakes", First World Conference on Earthquake Engineering, Berkeley, California.
- Krawinkler, H. and Zohrei, M. (1983), "Cumulative damage in steel structure subjected to earthquake ground motions", Comput. Struct., 16(1-4), 531-541. https://doi.org/10.1016/0045-7949(83)90193-1
- Krawinkler, H. and Nassar, A. (1992), "Seismic design based on ductility and cumulative damage demands and capacities", Eds. Krawinkler H, Fajfar P., Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, Elsevier Applied Science, 95-104.
- Park, Y.J. and Ang, A.H. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng. ASCE, 111(4), 740-757. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(740)
- Popov, E.P. and Stephen, R.M. (1972), "Cyclic loading of full-size steel connections", American Iron and Steel Institute, Bulletin No. 21.
- Rodriguez, M.E. and Ariztizabal, J.C. (1999), "Evaluation of a seismic damage parameter". Earthq. Eng. Struct. Dynam., 28(5), 463-477. https://doi.org/10.1002/(SICI)1096-9845(199905)28:5<463::AID-EQE818>3.0.CO;2-V
- Rodriguez, M.E. and Padilla, C. (2008), "A damage index for the seismic analysis of reinforced concrete members", J. Earthq. Eng., 13(3), 364-383.
- Teran-Gilmore, A. (1996), "Performance-based earthquake-resistant design of framed building using energy concepts", Ph.D Thesis, University of California Berkley.
- Teran-Gilmore, A. and Jirsa, J.O. (2005), "A damage model for practical seismic design that accounts for low cycle fatigue", Earthq. Spectra, 21(3), 803-832. https://doi.org/10.1193/1.1979500
- Tersn-Gilmore, A. and Simon, R. (2006), "Use of constant cumulative ductility spectra for performance-based seismic design of ductile frames", 8th U.S. National Conference on Earthquake Engineering.
- Teran-Gilmore, A. and Jirsa, J.O. (2007), "Energy demands for seismic design against low-cycle fatigue", Earthq. Eng. Struct. Dynam., 36(3), 383-404. https://doi.org/10.1002/eqe.663
- Trifunac M.D. and Brady A.G. (1975), "A study of the duration of strong earthquake ground motion", B. Seismol. Soc. Am., 65(3), 581-626.
- Tsai, K.C. and Popov, E.P. (1988), "Steel beam-column joints in seismic moment resisting frames", Report No. EERC 88/19, Earthquake Engineering Research Center, University of California at Berkeley.
- Tsai, K.C., Wu, S. and Popov, E.P. (1995), "Experimental performance of seismic steel beam-column moment joints", J. Struct. Eng-ASCE, 121(6), 925-931. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(925)
- Uang, C.M. and Bertero, V.V. (1990), "Evaluation of seismic energy in structures", Earthq. Eng. Struct. Dynam., 19(1), 77-90. https://doi.org/10.1002/eqe.4290190108
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