Equivalent post-buckling models for the flexural behaviour of steel connections

Computers and Structures

Volumn 77, Issue 6, 2000, Pages 615-624

  Simoes Da Silva L ^a   Coelho, Ana Girão ^b   Lucena Neto, Eliseu ^c  

^a UNIVERSITY OF COIMBRA   (Portugal)

^b POLYTECHNIC INSTITUTE OF COIMBRA   (Portugal)

^c INSTITUTO TECNOLÓGICO DE AERONÁUTICA   (Brazil)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BEAMS AND GIRDERS; BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPRESSION TESTING; ELASTOPLASTICITY; JOINTS (STRUCTURAL COMPONENTS); SPRINGS (COMPONENTS); STIFFNESS; WELDED STEEL STRUCTURES;

COMPONENT METHOD; POST BUCKLING METHOD; STEEP;

COMPUTER SIMULATION;

EID: 0343219787     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(00)00015-8     Document Type: Article

References (9)

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