Finite element modeling of bolted steel connections designed by double channel

Computers and Structures

Volumn 82, Issue 29-30, 2004, Pages 2563-2571

  Yorgun, C ^a   Dalci, S ^b   Altay, G A ^b  

^a ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

^b BOGAZICI UNIVERSITY   (Turkey)

Author keywords

Double channel beams; Eccentrically loaded; Finite element; Nonlinear analysis

Indexed keywords

BEAMS AND GIRDERS; BOUNDARY CONDITIONS; COMPUTER SIMULATION; COMPUTER SOFTWARE; DEFORMATION; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PRESTRESSING;

DOUBLE CHANNEL BEAMS; ECENTRICALLY LOADED; NONLINEAR ANALYSIS;

STEEL STRUCTURES;

EID: 8344238292     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2004.04.003     Document Type: Article

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