Discussion on "Semi-analytical buckling strength analysis of plates with arbitrary stiffener arrangements" by L. Brubak, J. Hellesland and E. Steen [J Constr Steel Res 2007;63(4):532-43]

Journal of Constructional Steel Research

Volumn 63, Issue 12, 2007, Pages 1616-1617

  Bedair, Osama ^a  

^a Jacobs Canada Inc   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; BUCKLING; COMPUTATIONAL EFFICIENCY; FINITE ELEMENT METHOD; KINEMATICS; STRENGTH OF MATERIALS;

BUCKLING STRENGTH ANALYSIS; STIFFENERS;

PLATES (STRUCTURAL COMPONENTS);

EID: 35348940232     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2007.05.009     Document Type: Note

References (1)

1. Lee H., and Ng T.Y. Effect of torsional and bending restraints of intermediate stiffeners on the free vibration of rectangular plates. Mech. Struct. Mach. 23 (1995) 309-320