Experimental behaviour of standardised european end-plate beam-to-column steel joints under arbitrary cyclic loading

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

Volumn , Issue , 2006, Pages 951-960

  Nogueiro, P ^a   Simoes Da Silva L ^b   Bento, R ^c   Simoes R ^b  

^a INSTITUTO POLITÉCNICO DE BRAGANÇA   (Portugal)

^b UNIVERSITY OF COIMBRA   (Portugal)

^c INSTITUTO SUPERIOR TÉCNICO   (Portugal)

Author keywords

Capacity rotation; Column web panel stiffeners; Energy dissipation; Hysteretic curves; Steel joint

Indexed keywords

ARBITRARY LOADING; CYCLIC LOADINGS; CYCLIC TESTS; ENDPLATES; EXPERIMENTAL TEST; HYSTERETIC CURVE; MECHANICAL JOINTS; MONOTONIC TESTS; SECTION SIZE; STEEL JOINTS; WEB PANELS;

DUCTILITY; ENERGY DISSIPATION; LOADING; STEEL STRUCTURES;

CYCLIC LOADS;

EID: 84872672491     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

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