The constrained finite strip method for general end boundary conditions

Structural Stability Research Council - Annual Stability Conference, SSRC 2010 - Proceedings

Volumn , Issue , 2010, Pages 573-591

  Li, Z ^a   Schafer, B W ^a  

^a Johns Hopkins University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DISTORTIONAL BUCKLING; ELASTIC BUCKLING; END CONDITIONS; FINITE STRIP METHOD; GENERALIZED BEAM THEORIES; LOAD FACTORS; LONGITUDINAL DISPLACEMENTS; MODAL DECOMPOSITION; NUMERICAL EXAMPLE; OPEN-SOURCE PROGRAM; SIMPLY SUPPORTED; STABILITY ANALYSIS; THEORETICAL BASIS; THIN-WALLED MEMBERS; TRIGONOMETRIC SERIES;

BUCKLING; FOURIER SERIES; STABILITY; STRIP METAL;

BOUNDARY CONDITIONS;

EID: 77955067981     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (10)

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9. th International Conference on Civil, Structural and Environmental Engineering Computing, Funchal, Madeira, Portugal, September.
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