INFLUENCE OF THE INPLANE BOUNDARY CONDITIONS ON THE VIBRATION FREQUENCIES AND BUCKLING LOAD OF RIBBED PLATES

DOI10.1142/S0219455402000385zbMath1205.74053OpenAlexW2083335890MaRDI QIDQ3074841

Evangelos J. Sapountzakis, John T. Katsikadelis

Publication date: 10 February 2011

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455402000385

zbMATH Keywords

buckling loadvibration frequenciesribbed plateelastic stiffened platereinforced plate with beamsinplane boundary conditions

Mathematics Subject Classification ID

Plates (74K20) Bifurcation and buckling (74G60)

Cites Work

• A flexibility matrix solution of the vibration problem of plates based on the boundary element method
• Static and dynamic analysis of composite shear walls by the boundary element method
• Non-linear analysis of plates by the analog equation method
• Interface forces in composite steel-concrete structure
• Buckling of stiffened plates under axial compression and lateral pressure
• Dynamic analysis of elastic plates reinforced with beams of doubly-symmetrical cross section

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