Buckling of Columns With Nonmovable Boundaries

Author:

Bernitsas Michael M.,Kokkinis Theodore

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. Bender C. M. and Orszeg S. A. Advanced Mathematical Methods for Scientists and Engineers McGraw‐Hill Book Co. New York N.Y. 1978 pp. 61–145.

2. Bernitsas M. M. “Static Analysis of Marine Risers ” Department of Naval Architecture and Marine Engineering Publication #234 The University of Michigan Ann Arbor Mich. May 1981.

3. A Three-Dimensional Nonlinear Large-Deflection Model for Dynamic Behavior of Risers, Pipelines, and Cables

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1. Post-Buckling Analysis of a Uniform Self-Weight Beam with Application to Catenary Riser;International Journal of Structural Stability and Dynamics;2019-04

2. An analytic solution of the static problem of inclined risers conveying fluid;Meccanica;2016-05-28

3. Calculating the critical buckling force in compressed bottom flanges of steel–concrete composite bridges;European Journal of Environmental and Civil Engineering;2014-01-20

4. Post-buckling analysis of slender elastic vertical rods subjected to terminal forces and self-weight;International Journal of Non-Linear Mechanics;2005-09

5. NONLINEAR BUCKLING OF MARINE ELASTICA PIPES TRANSPORTING FLUID;International Journal of Structural Stability and Dynamics;2001-09

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