참고문헌
- AISC 341-10 (2010), "Seismic provisions for structural steel buildings", AISC 341-10. Chicago, Illinois, USA.
- Ang, A. and Tang, W. (2007), Probability Concepts in Engineering, Emphasis on Applications in Civil and Environmental Engineering, John Wiley & Sons, Ltd.
- Arce, G. (2002), "Impact of higher strength steels on local buckling and overstrength of links in eccentrically braced frames", MSc Thesis, The University of Texas at Austin.
- Braconi, A., Badalassi, M. and Salvatore, W. (2010), "Modeling of European steel qualities mechanical properties scattering and its influence on Eurocode 8 design requirements", 14ECEE - European Conference on Earthquake Engineering, Vol. 1998, Ohrid, Macedonia.
- Clifton, C., Bruneau, M., MacRae, G.A., Leon, R. and Fussell, A. (2011), "Steel structures damage from the christchurch earthquake series of 2010 and 2011", Bull. NZ. Soc. Earthq. Eng., 44(4), 297-318.
- Corus (2006), "Structural Sections to BS4: Part 1: 1993 and BS EN10056: 1999", North Lincolnshire, UK.
- CSA S16-09 (2009), Design Of Steel Structures, CSA S16-09. Vol. 8523. Ontario, Canada.
- Della Corte, G., D'Aniello, M. and Landolfo, R. (2013), "Analytical and numerical study of plastic overstrength of shear links", J. Constr. Steel Res., 82, 19-32. https://doi.org/10.1016/j.jcsr.2012.11.013
- EN 1993-1-1:2005 (2005), Eurocode 3: Design of Steel Structures-Part 1-1: General Rules and Rules for Buildings, EN 1993-1-1:2005. Brussels, Belgium.
- EN 1998-1:2004 (2004), Eurocode 8: Design of Structures for Earthquake Resistance-Part 1: General Rules, Seismic Actions and Rules for Buildings, Comite Europeen de Normalisation. Brussels, Belgium.
- Engelhardt, M.D. and Popov, E.P. (1989), Behavior of Long Links in Eccentrically Braced Frames, Research Report UCB/EERC-89/01, Berkeley, California.
- FEMA P58-1 (2012), Seismic Performance Assessment of Buildings: Volume 1-Methodology (P-58-1), Vol. 1, Washington, DC.
- FEMA P58-2 (2012), Seismic Performance Assessment of Buildings: Volume 2-Implementation Guide (P-58-2), Vol. 2. Washington, DC.
- Galvez, P. (2004), "Investigation of factors affecting web fractures in shear links", MSc Thesis, The University of Texas at Austin.
- Gulec, C.K., Gibbons, B., Chen, A. and Whittaker, A.S. (2011), "Damage states and fragility functions for link beams in eccentrically braced frames", J. Constr. Steel Res., 67(9), 1299-1309. https://doi.org/10.1016/j.jcsr.2011.03.014
- Kusyilmaz, Ahmet and Topkaya, Cem (2015), "Displacement amplification factors for steel eccentrically braced frames", Earthq. Eng. Struct. Dyn., 44(2), 167-184. https://doi.org/10.1002/eqe.2463
- Mansour, N. (2010), "Development of the design of eccentrically braced frames with replaceable shear links", Ph.D. Thesis, Department of Civil Engineering, University of Toronto.
- MATLAB (2014), Version 8.3.0 (R2014a), Natick, Massachusetts: The Mathworks Inc.
- Mazzolani, F.M., Landolfo, R., Della Corte, G. and Faggiano, B. (2006), Edifici Con Struttura Di Acciaio in Zona Sismica, IUSS Press, Pavia, Italy. (in Italian)
- McKenna, F., Fenves, G., Filippou, F.C. and Mazzoni, S. (2000), Open System for Earthquake Engineering Simulation (OpenSees), http://opensees.berkeley.edu/wiki/index.php/Main_Page.
- NZS 3404 (2007), Steel Structures Standard, NZS 3404:Part 1:1997, Wellington, New Zealand.
- O'Reilly, Gerard J. and Timothy, J. Sullivan (2015), "Direct displacement-based seismic design of eccentrically braced steel frames", J. Earthq. Eng., doi:10.1080/13632469.2015.1061465.
- Okazaki, T., Arce, G., Ryu, H.C. and Engelhardt, M.D. (2005), "Experimental study of local buckling, overstrength, and fracture of links in eccentrically braced frames", J. Struct. Eng., 131(10), 1526-1535. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:10(1526)
- Okazaki, T. and Engelhardt, M.D. (2007), "Cyclic loading behavior of EBF links constructed of ASTM A992 steel", J. Constr. Steel Res., 63(6), 751-765. https://doi.org/10.1016/j.jcsr.2006.08.004
- Okazaki, T., Engelhardt, M.D., Drolias, A., Schell, E., Hong, J.K. and Uang, C.M. (2009), "Experimental investigation of Link-to-Column connections in eccentrically braced frames", J. Constr. Steel Res., 65(7), 1401-1412. https://doi.org/10.1016/j.jcsr.2009.02.003
- Porter, K.A. (2003), "An overview of PEER's performance-based earthquake engineering methodology", Proceedings of Ninth International Conference on Applications of Probability and Statistics in Engineering, Vol. 8, San Francisco, CA, USA.
- Porter, K.A., Beck, J.L. and Shaikhutdinov, R.V. (2004), "Simplified estimation of economic seismic risk for buildings", Earthq. Spectra, 20(4), 1239-1263. https://doi.org/10.1193/1.1809129
- Richards, P.W. and Uang, C.M. (2006), "Testing protocol for short links in eccentrically braced frames", J. Struct. Eng., 132(8), 1183-1191. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:8(1183)
- Rossi, P.P. and Lombardo, A. (2007), "Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames", J. Constr. Steel Res., 63(11), 1529-1545. https://doi.org/10.1016/j.jcsr.2007.01.006
- Ryu, H.C. (2005), "Effects of loading history on the behavior of links in seismic-resistant eccentrically braced Frames", MSc Thesis, The University of Texas at Austin.
- Sullivan, T.J. (2013), "Direct displacement-based seismic design of steel eccentrically braced frame structures", Bull. Earthq. Eng., 11(6), 2197-2231. https://doi.org/10.1007/s10518-013-9486-8
- Uriz, P. and Mahin, S.A. (2008), "Toward earthquake-resistant design of concentrically braced steel-frame structures", PEER Report No. 2008/08, Berkeley, California, USA.
- Welch, D.P., Sullivan, T.J. and Calvi, G.M. (2014), "Developing direct displacement-based procedures for simplified loss assessment in performance-based earthquake engineering", J. Earthq. Eng., 18(2), 290-322. https://doi.org/10.1080/13632469.2013.851046
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