Sensitivity and statistical analysis within the elaboration of steel plated girder resistance

Advanced Steel Construction

Volumn 5, Issue 2, 2009, Pages 120-126

  Melcher, J ^a   Skaloud M ^b   Kala, Z ^a   Karmazinova M ^a  

^a BRNO UNIVERSITY OF TECHNOLOGY   (Czech Republic)

^b INSTITUTE OF MATHEMATICS   (Czech Republic)

Author keywords

Fatigue; Imperfection; Plated girder; Reliability; Sensitivity; Steel structures

Indexed keywords

BENDING STRESS; FATIGUE; FILLET WELDS; INITIAL IMPERFECTION; LOAD CARRYING CAPACITIES; MODEL-BASED; NON-LINEAR; NUMERICAL SIMULATION; RELIABILITY SENSITIVITY; REPEATED LOADS; SHELL FINITE ELEMENTS; SLENDER PLATES; STATE OF STRESS; STATIC LOADS; STATISTICAL ANALYSIS; STATISTICAL CHARACTERISTICS; STRESS STATE; THIN-WALLED GIRDER;

COMPUTER SIMULATION; CONCRETE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; METAL ANALYSIS; STEEL STRUCTURES; WELDING;

SENSITIVITY ANALYSIS;

EID: 77952950010     PISSN: 1816112X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Conference Paper

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