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Volumn 23, Issue 7, 2001, Pages 745-755

Rehabilitation of a reinforced concrete frame using eccentric steel bracing

Author keywords

Eccentric steel brace; Frame; Link model; Nonductile; Rehabilitation; Reinforced concrete; Seismic response

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); DEFORMATION; MATHEMATICAL MODELS; OFFICE BUILDINGS; REINFORCED CONCRETE; SEISMOLOGY; STEEL; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

EID: 0035400914     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00100-0     Document Type: Article
Times cited : (135)

References (20)
  • 3
    • 0003399423 scopus 로고
    • Design of links and beam-to-column connections for eccentrically braced steel frames
    • Berkeley (CA): Earthquake Engineering Research Center, University of California
    • (1983) Report No. EERC 83-03
    • Popov, E.P.1    Malley, J.O.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.