Statistical evaluation of the lateral-torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties

Journal of Constructional Steel Research

Volumn 65, Issue 4, 2009, Pages 832-849

  Simoes da Silva L ^a   Rebelo, C ^a   Nethercot, D ^b   Marques, L ^a   Simoes R ^a   Vila Real, P M M ^c  

^a UNIVERSITY OF COIMBRA   (Portugal)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

^c UNIVERSITY OF AVEIRO   (Portugal)

Author keywords

Eurocode 3; Model uncertainties; Safety factors; Steel

Indexed keywords

BUCKLING; EMBANKMENT DAMS; STEEL; UNCERTAINTY ANALYSIS;

EUROCODE 3; EXPERIMENTAL TESTS; LATERAL-TORSIONAL BUCKLING; MODEL UNCERTAINTIES; NUMERICAL TESTS; PARTIAL SAFETY FACTORS; RELIABILITY CRITERION; REPRESENTATIVE SAMPLES; RESISTANCE MODELS; SAFETY FACTORS; STATISTICAL EVALUATIONS; STEEL BEAMS; STEEL PROPERTIES; TORSIONAL RESISTANCES;

SAFETY FACTOR;

EID: 59349114685     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.07.017     Document Type: Article

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