Proposal to evaluate the ultimate limit state of slender structures. Part 1: Technical aspects

Engineering Structures

Volumn 29, Issue 4, 2007, Pages 483-497

  Aguero A ^a   Pallares F J ^a  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

Author keywords

Advanced analysis; Design; Frames; Geometric imperfection; Geometric nonlinearity; Lateral buckling; Slender; Steel; Ultimate limit state

Indexed keywords

BUCKLING; ELASTICITY; STEEL; STRUCTURAL FRAMES;

CROSS-SECTIONAL CHECKING; DUTHEIL'S METHOD; GEOMETRIC IMPERFECTION; SECOND-ORDER ELASTIC ANALYSIS; SLENDER STRUCTURE;

STRUCTURAL ANALYSIS;

BUCKLING; ELASTICITY; STEEL; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

BUCKLING; DESIGN; ELASTICITY; STRUCTURAL ANALYSIS; STRUCTURAL COMPONENT;

EID: 33947595210     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.05.014     Document Type: Article

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