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한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.8 no.1 = no.35, 2004년, pp.29 - 37
김진구 (성균관대학교 건축공학과) , 남광희 (성균관대학교 건축공학과)
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The overstrength factor and the ductility factor are the two important factors that determine response modification factors used in current seismic codes, In this paper the overstrength and ductility factors of special concentric braced frames are determined by performing pushover analysis of model ...
ATC, "Tentative provisions for the development of seismic regulations for buildings," ATC-3-06, Applied Technology Council, Redwood City, California, 1978, pp. 45-53.
ATC, "Structural response modification factors," ATC-19, Applied Technology Council, Redwood City, California, 1995, pp. 5-32.
ATC, "A critical review of current approaches to earthquake-resistant design," ATC-34, Applied Technology Council, Redwood City, California, 1995, pp. 31-36.
Osteraas, J. D., "Strength and ductility considerations in seismic design," PHD Dissertation Stanford University, Stanford, California, 1990.
Uang, C. M., "Establishing $R(or\;R_w)$ and $C_d$ factors for building seismic provisions," Journal of Structural Engineering, Vol. 119, No. 1, 1991, pp. 19-28.
Vayas, I. and Spiliopoulos, A., "Ductility and overstrength of moment frames," SDSS, Stability and Ductility of Steel Structures, 1999, pp. 439-446.
Balendra, T. and Huang, X., "Overstrength and ductility factors for steel frames designed according to BS 5950," Journal of Structural Engineering, Vol. 129, No. 8, 2003, pp. 1019-1035.
AISC, Seismic Provisions for Structural Steel Buildings, AISC, Chicago, IL, 2002.
ICC, International Building Code, International Code Council, 2000.
Prakash, V., Powell, G. H., and Campbell, S., DRAIN-2DX, Static and Dynamic Analysis of Plane Structure, NISEE, Earthquake Engineering Research Center, University of California, Berkeley, 1993.
BSSC, "NEHRP Commentary on The Guidelines for The Seismic Rehabilitation of Buildings," FEMA-274, Federal Emergency Management Agency, Washington, DC, 1997.
BSSC, "Prestandard and Commentary for The Seismic Rehabilitation of Building," FEMA-356, Federal Emer gency Management Agency, Washington, DC, 2000.
SEAOC, Recommended Lateral Force Requirements and Commentary, SEAOC Blue Book, Structural Engineers Association of California, 1997.
Elnashai, A. S. and Mwafy, A. M., "Overstrength and force reduction factors of multistorey reinforced-concrete building," The Structural Design of Tall Buildings, Vol. 11, No. 5, 2002, pp. 329-351.
Newmark, N. M. and Hall, W. J., Earthquake spectra and Design, EERI Monograph Series, Earthquake Engineering Research Institute, Oakland, 1982.
Miranda, E. and Bertero, V. V., "Evaluation of strength reduction factors for earthquake-resistant design," Earthquake Spectra, Vol. 10, No. 2, 1994, pp. 357-379.
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