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Volumn 59, Issue 1, 2003, Pages 109-134

Genetic algorithm based optimum design of nonlinear planar steel frames with various semi-rigid connections

Author keywords

BS 5950; Genetic algorithm; Nonlinear analysis; Optimum design; Plane steel frames; Semi rigid

Indexed keywords

COLUMNS (STRUCTURAL); COMPUTER SIMULATION; GAGES; GENETIC ALGORITHMS; NONLINEAR EQUATIONS; POLYNOMIALS; STRUCTURAL FRAMES;

EID: 0037214499     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00021-4     Document Type: Article
Times cited : (76)

References (26)
  • 2
    • 0003536646 scopus 로고
    • Load and Resistance Factor Design Specifications for Structural Steel Buildings
    • AISC. American Chicago, IL: Institute of Steel Construction
    • (1994)
  • 3
    • 0012126558 scopus 로고
    • BS5950, British standards, Code of practice for design in simple and continuous construction, hot rolled sections. British Standard Institution, London, U.K
    • (1990) Structural Use of Steelworks in Building , Issue.PART 1
  • 7
  • 25


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.