A Transfer Matrix-Perturbation Approach to the Buckling Analysis of Nonlinear Periodic Structures
An Analysis of Stiffened Cylindrical Shells Under Interactive Buckling
Nonlinear Analysis of Laminated Composite Structures Using a Layerwise Theory
Quasi Buckling Generated by Transverse Loads
Nonlinear Stability Analysis Using a New Stiffener Element
Stability and Deflections of Braced Columns with Three Unequal Spans
Solitons and Chaos in Nonlinear Periodic Structures
Frame Imperfections for Advanced Inelastic Analysis of Sway Frames
Buckling of Functionally Graded Hybrid Composite Plates
A New Method of Truss Analysis for Large Deformations and Snap-Through
Optimization of Mechanical Behaviour of Hydro Generator Stator Cores Due to Buckling Effects
Buried Pipelines in Large Fault Movements
Beam and Shell Modes of Buckling of Buried Pipes Induced by Compressive Ground Failure
Buckling of Helical Anchors Used for Underpinning
Postbuckling Response of Doubly-Curved Shallow Panels Under Complex Loading Conditions
The static postbuckling of laminated doubly-curved shallow panels subjected to the complex action of a system of in-plane compressive edge loads and a transverse pressure field is investigated....
Analysis of Composite Panels Using Newton's Method
Postbuckling response prediction of composite panels using Newton's method will be discussed. The traditional approach of nonlinear finite element analysis is to use a Newton-Raphson approach...
Snap Buckling of a Delaminated Layer in a Composite Cylinder
We investigate snap buckling of a thin delaminated layer on the inner surface of a contracting thick cylinder. Finite-deflection solutions of the layer with or without considering the...
Steel Compression Member Design in the 1994 Canadian Standard
The 1994 edition of CSA Standard S 16.1-M94, Limit states design of steel structures (CSA 1994) contains explicit methods for computing the compressive resistance of monosymmetric and...
Lateral Buckling: A Comparison of AISC-LRFD and Eurocode 3
The nominal moment capacity of laterally unsupported, doubly-symmetric, steel I-beams are computed and compared using the AISC-LRFD and EC 3 design recommendations. A review of the EC...
Local Web Crippling of Unstiffened Multi-Cell Box Sections
Full-scale experiments and analyses show that the AISC/LRFD design equations for web yielding and web crippling strength of unstiffened webs, developed from test data on I sections, can...
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