Rotational capacity of aluminum beams under moment gradient. II: Numerical simulations

Journal of Structural Engineering

Volumn 125, Issue 8, 1999, Pages 921-929

  Moen, L A ^a   De Matteis, G ^a   Hopperstad, O S ^a   Langseth, M ^a   Landolfo, R ^b   Mazzolani, F M ^b  

^a NORWEGIAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Norway)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; BUCKLING; CODES (STANDARDS); DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SENSITIVITY ANALYSIS; STRAIN; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

MOMENT GRADIENT LOADING;

ALUMINUM BEAMS AND GIRDERS;

EID: 0032648628     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:8(921)     Document Type: Article

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