Vibration of buckled elastic structures with large rotations by an asymptotic numerical method

Computers and Structures

Volumn 84, Issue 3-4, 2006, Pages 93-101

  Boutyour, E H ^a,c   Azrar, L ^b   Potier Ferry, M ^c  

^a Hassan 1st University   (Morocco)

^b ABDELMALEK ESSAADI UNIVERSITY   (Morocco)

^c UNIVERSITÉ DE LORRAINE   (France)

Author keywords

Asymptotic; Bifurcation; Deep arches; Eigenvalue; Finite element; Load frequency; Pad ; Plates; Post buckling; Roof; Stability; Vibration

Indexed keywords

ARCHES; ASYMPTOTIC STABILITY; BIFURCATION (MATHEMATICS); BUCKLING; EIGENVALUES AND EIGENFUNCTIONS; ELASTICITY; FINITE ELEMENT METHOD; NUMERICAL METHODS; PERTURBATION TECHNIQUES; PLATES (STRUCTURAL COMPONENTS); ROOFS; ROTATION; STRUCTURES (BUILT OBJECTS);

ASYMPTOTIC; BIFURCATIONS; DEEP ARCHES; EIGENVALUES; FINITE ELEMENTS; LOAD-FREQUENCY; PADÉ; PLATES; POST-BUCKLING; VIBRATIONS;

VIBRATIONS (MECHANICAL);

EID: 28544432456     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2005.09.016     Document Type: Article

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