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Volumn 15, Issue 1, 2009, Pages 7-19

Experimental analysis of steel dissipative bracing systems for seismic upgrading

Author keywords

Buckling restrained braces; Capacity design; Ductility; Eccentric braces; Experimental tests; Seismic upgrading

Indexed keywords

BUCKLING RESTRAINED BRACES; CAPACITY DESIGN; ECCENTRIC BRACES; EXPERIMENTAL TESTS; SEISMIC UPGRADING;

EID: 63049126889     PISSN: 13923730     EISSN: None     Source Type: Journal    
DOI: 10.3846/1392-3730.2009.15.7-19     Document Type: Article
Times cited : (95)

References (35)
  • 1
    • 1842464843 scopus 로고    scopus 로고
    • Component testing, stability analysis and characterization of buckling restrained braces,
    • 2002/08, Pacific Earthquake Engineering Research Center, University of California at Berkeley
    • Black, C. Makris, N.; Aiken, I. 2002. Component testing, stability analysis and characterization of buckling restrained braces, PEER Report 2002/08, Pacific Earthquake Engineering Research Center, University of California at Berkeley.
    • (2002) PEER Report
    • Black, C.1    Makris, N.2    Aiken, I.3
  • 3
    • 0003222246 scopus 로고    scopus 로고
    • Evaluation of design methodologies for structures incorporating steel unbonded braces for energy dissipation
    • Auckland, New Zealand, Paper No. 2240, CD-ROM
    • Clark, W.; Kasai, K.; Aiken, I. D.; Kimura, I. 2000. Evaluation of design methodologies for structures incorporating steel unbonded braces for energy dissipation, in Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, Paper No. 2240, CD-ROM.
    • (2000) Proceedings of the 12th World Conference on Earthquake Engineering
    • Clark, W.1    Kasai, K.2    Aiken, I.D.3    Kimura, I.4
  • 8
    • 56249146925 scopus 로고    scopus 로고
    • Full-scale tests of advanced seismic upgrading techniques for RC structures
    • Naples Italy, paper No. 0433
    • Della Corte, G.; Mazzolani, F. M. 2006. Full-scale tests of advanced seismic upgrading techniques for RC structures, in Proceedings of the Second fib Congress, Naples (Italy), paper No. 0433.
    • (2006) Proceedings of the Second fib Congress
    • Della Corte, G.1    Mazzolani, F.M.2
  • 11
    • 0024716912 scopus 로고
    • On design of eccentrically braced frames
    • Engelhardt, M. D.; Popov, E. P. 1989. On design of eccentrically braced frames, Earthquake Spectra 5(3): 495-511.
    • (1989) Earthquake Spectra , vol.5 , Issue.3 , pp. 495-511
    • Engelhardt, M.D.1    Popov, E.P.2
  • 14
    • 0035400914 scopus 로고    scopus 로고
    • Rehabilitation of a reinforced concrete frame using eccentric steel bracing
    • Ghobarah, A.; Elfath, A. H. 2001. Rehabilitation of a reinforced concrete frame using eccentric steel bracing, Engineering Structures 23: 745-755
    • (2001) Engineering Structures , vol.23 , pp. 745-755
    • Ghobarah, A.1    Elfath, A.H.2
  • 18
    • 0022662891 scopus 로고
    • General behavior of WF steel shear link beams
    • Kasai, K.; Popov, E. P. 1986a. General behavior of WF steel shear link beams, Journal of Structural Engineering 112(2): 362-382.
    • (1986) Journal of Structural Engineering , vol.112 , Issue.2 , pp. 362-382
    • Kasai, K.1    Popov, E.P.2
  • 19
    • 0022679627 scopus 로고
    • Cyclic web buckling control for shear link beams
    • Kasai, K.; Popov, E. P. 1986b. Cyclic web buckling control for shear link beams, Journal of Structural Engineering 112(3): 505-523.
    • (1986) Journal of Structural Engineering , vol.112 , Issue.3 , pp. 505-523
    • Kasai, K.1    Popov, E.P.2
  • 21
    • 63049131737 scopus 로고    scopus 로고
    • Mazzolani, F. M. (Co-ord. and Ed.). 2006. Seismic upgrading of RC buildings by advanced techniques. The ILVA-IDEM research project. POLIMETRICA Publisher, Italy.
    • Mazzolani, F. M. (Co-ord. and Ed.). 2006. Seismic upgrading of RC buildings by advanced techniques. The ILVA-IDEM research project. POLIMETRICA Publisher, Italy.
  • 23
    • 0004834201 scopus 로고
    • A study on the elasto-plastic behavior of unbonded composite bracing (Part 1: Experiments on isolated members under cyclic loading)
    • Nagao, N.; Takahashi, S. 1990. A study on the elasto-plastic behavior of unbonded composite bracing (Part 1: experiments on isolated members under cyclic loading), Journal of Structural Engineering 415: 105-115
    • (1990) Journal of Structural Engineering , vol.415 , pp. 105-115
    • Nagao, N.1    Takahashi, S.2
  • 24
    • 3342885734 scopus 로고
    • Design of links and beam-to-column connections for eccentrically braced steel frames
    • January, Earthquake Engineering Research Center, University of California, Berkeley
    • Popov, E. P.; Malley, J. O. 1983. Design of links and beam-to-column connections for eccentrically braced steel frames, Report No. UCB/EERC-83/03, January, Earthquake Engineering Research Center, University of California, Berkeley.
    • (1983) Report No. UCB/EERC-83/03
    • Popov, E.P.1    Malley, J.O.2
  • 26
    • 15844384959 scopus 로고    scopus 로고
    • Evaluation of rotation capacity and overstrength of links in eccentrically braced frames
    • Report No. SSRP-2002/18, Department of Structural Engineering, University of California at San Diego, San Diego
    • Richards, P.; Uang, C. M. 2002. Evaluation of rotation capacity and overstrength of links in eccentrically braced frames, Report No. SSRP-2002/18, Department of Structural Engineering, University of California at San Diego, San Diego.
    • (2002)
    • Richards, P.1    Uang, C.M.2
  • 27
    • 33746214719 scopus 로고    scopus 로고
    • Testing protocol for short links in eccentrically braced frames
    • Richards, P.; Uang, C. M. 2006. Testing protocol for short links in eccentrically braced frames, Journal of Structural Engineering 132(8): 1183-1191.
    • (2006) Journal of Structural Engineering , vol.132 , Issue.8 , pp. 1183-1191
    • Richards, P.1    Uang, C.M.2
  • 28
    • 0028381717 scopus 로고
    • Inelastic link element for EBF seismic analysis
    • Ricles, J. M.; Popov, E. P. 1994. Inelastic link element for EBF seismic analysis, Journal of Structural Engineering 120(2): 441-463.
    • (1994) Journal of Structural Engineering , vol.120 , Issue.2 , pp. 441-463
    • Ricles, J.M.1    Popov, E.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.