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Volumn 75, Issue 1, 2002, Pages 1-16

Reliability analysis of non-linear reinforced concrete frames using the response surface method

Author keywords

Non linear analysis; RC frame structures; Reliability; Safety factors

Indexed keywords

ALGORITHMS; NUMERICAL ANALYSIS; POLYNOMIALS; RELIABILITY; SAFETY FACTOR; STRUCTURAL FRAMES;

EID: 0036132721     PISSN: 09518320     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0951-8320(01)00043-6     Document Type: Article
Times cited : (68)

References (31)
  • 8
    • 0003313576 scopus 로고
    • Stress-strain relationship for concrete and the analysis of structural concrete sections
    • University of Waterloo, Solid Mechanics Division
    • (1971) S.M. Study , vol.4
    • Sargin, M.1
  • 17
    • 0006935235 scopus 로고    scopus 로고
    • Comité Euro-Internacional du Béton. CEB-FIP Model Codes. Bulletins d'information n. 191/195/196/203/204/205/213/214, 1988/1990/1993/1995


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.