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Volumn 61, Issue 2, 2005, Pages 151-166

Optimum seismic design of concentrically braced steel frames: Concepts and design procedures

Author keywords

Braced frames; Optimal strength pattern; Performance based design; Seismic loading

Indexed keywords

DEFORMATION; EARTHQUAKES; OPTIMIZATION; PRODUCT DESIGN; SEISMIC PROSPECTING; STEEL; STIFFNESS; STRENGTH OF MATERIALS;

EID: 84975796061     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.08.002     Document Type: Article
Times cited : (67)

References (24)
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    • 84975850882 scopus 로고
    • Seismic ductility demands predicted by alternate models of building frames
    • Diaz O, Mendoza E, Esteva L. Seismic ductility demands predicted by alternate models of building frames. Earthquake Spectra 1994;10(3):465-87.
    • (1994) Earthquake Spectra , vol.10 , Issue.3 , pp. 465-487
    • Diaz, O.1    Mendoza, E.2    Esteva, L.3
  • 20
    • 0005301288 scopus 로고
    • Analysis method of multi-rigid-body model for earthquake responses of shear-type structure
    • Lai M, Li Y, Zhang Ch. Analysis method of multi-rigid-body model for earthquake responses of shear-type structure. In: WCEE 10th conference. 1992. p. 4013-8.
    • (1992) WCEE 10th Conference , pp. 4013-4018
    • Lai, M.1    Li, Y.2    Zhang, Ch.3
  • 22
    • 0036863362 scopus 로고    scopus 로고
    • Seismic design based on the yield displacement
    • Ascheim M. Seismic design based on the yield displacement. Earthquake Spectra 2002;18(4):581-600.
    • (2002) Earthquake Spectra , vol.18 , Issue.4 , pp. 581-600
    • Ascheim, M.1
  • 24
    • 0020250653 scopus 로고
    • Cumulative damage in steel structures subjected to earthquake ground motions
    • Krawinkler H, Zohrei M. Cumulative damage in steel structures subjected to earthquake ground motions. Computers and Structures 1983;16531-41.
    • (1983) Computers and Structures , pp. 16531-16541
    • Krawinkler, H.1    Zohrei, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.