Structural response of pre-stressed stayed steel columns

Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006

Volumn , Issue , 2006, Pages 241-248

  Araujo, R R ^a   Andrade, S A L ^a   Vellasco, P C G ^b   Silva, J G S ^b   Lima, L R O ^b  

^a PONTIFICAL CATHOLIC UNIVERSITY OF RIO DE JANEIRO   (Brazil)

^b STATE UNIVERSITY OF RIO DE JANEIRO   (Brazil)

Author keywords

Computational modelling; Experimental analysis; Non linear analysis; Pre stressed steel columns; Steel structures

Indexed keywords

COMPUTATIONAL MODELLING; EXPERIMENTAL ANALYSIS; EXPERIMENTAL EVIDENCE; FINITE ELEMENT SIMULATIONS; FULL SCALE TESTS; GEOMETRICAL LAYOUT; LOAD LEVELS; NUMERICAL RESULTS; PRE-STRESSED; PRE-STRESSED STEEL; SLENDERNESS RATIOS; STEEL COLUMN; STRUCTURAL BEHAVIOUR; STRUCTURAL DESIGN CODES; STRUCTURAL GEOMETRY; STRUCTURAL RESPONSE; STRUCTURAL SOLUTIONS;

DUCTILITY; STEEL STRUCTURES; STRUCTURAL DESIGN;

STEEL CONSTRUCTION;

EID: 41549093787     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

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