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Volumn 31, Issue 4, 1998, Pages 271-288

A probabilistic examination of the ultimate strength of cold-formed steel elements

Author keywords

Cold formed; Design; Imperfections; Probabilistic; Residual stress; Steel

Indexed keywords

APPROXIMATION THEORY; BEARING CAPACITY; BENDING STRENGTH; COMPRESSIVE STRENGTH; FINITE ELEMENT METHOD; MONTE CARLO METHODS; PLATES (STRUCTURAL COMPONENTS); PROBABILITY DISTRIBUTIONS; RESIDUAL STRESSES; STATISTICAL METHODS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

EID: 0032131427     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(98)00019-6     Document Type: Article
Times cited : (30)

References (10)
  • 2
    • 0003159533 scopus 로고
    • Strength of thin steel compression flanges
    • Winter G. Strength of thin steel compression flanges. Transactions of ASCE 1947;112(2305):1.
    • (1947) Transactions of ASCE , vol.112 , Issue.2305 , pp. 1
    • Winter, G.1
  • 4
    • 0347432250 scopus 로고
    • Department of Structural Engineering Report, Cornell University, Ithaca, New York
    • Cohen JM. Local buckling behavior of plate elements. Department of Structural Engineering Report, Cornell University, Ithaca, New York, 1987.
    • (1987) Local Buckling Behavior of Plate Elements
    • Cohen, J.M.1
  • 10
    • 0346801742 scopus 로고
    • Cold-forming residual stresses
    • Department of Building Statics and Structural Engineering, The Royal Institute of Technology, Stockholm, Sweden
    • Ingvarsson L. Cold-forming residual stresses. Bulletin No. 121, Department of Building Statics and Structural Engineering, The Royal Institute of Technology, Stockholm, Sweden, 1977.
    • (1977) Bulletin No. 121 , vol.121
    • Ingvarsson, L.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.