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Volumn 58, Issue 5-8, 2002, Pages 665-701

Inelastic seismic response of steel bracing members

Author keywords

Bracing member; Buckling; Concentrically braced steel frame; Ductility; Fracture life; Lateral deformation; Post buckling strength; Steel; Strain hardening; Yielding

Indexed keywords

BUCKLING; COMPRESSIVE STRENGTH; CYCLIC LOADS; DUCTILITY; EARTHQUAKES; SEISMIC PROSPECTING; STRUCTURAL DESIGN; STRUCTURAL FRAMES; TENSILE STRENGTH;

EID: 0036575435     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(01)00104-3     Document Type: Article
Times cited : (308)

References (55)
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    • (1984) Report UCB/EERC-84/12
    • Ikeda, K.1    Mahin, S.A.2
  • 47
    • 0004041742 scopus 로고
    • FEMA 267-Interim guidelines: Evaluation, repair, modification and design of welded steel moment frame structures
    • SAC. Sacramento, CA: SAC Joint Venture
    • (1995) Report No. SAC-95-02
  • 49
    • 0030080738 scopus 로고    scopus 로고
    • A simple equation for axially loaded steel column design curves
    • (1996) Can J Civil Engng , vol.23 , pp. 272-276
    • Loov, R.1
  • 55


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.