Buckling of Nonprismatic Column on Varying Elastic Foundation with Arbitrary Boundary Conditions
Author:
Affiliation:
1. Department of Civil Engineering, Kansas State University, Manhattan, KS 66506, USA
2. Smislova, Kehnemui & Associates, PA, Potomac, MD 20854, USA
Abstract
Funder
Kansas State University
Publisher
Hindawi Limited
Subject
General Engineering,General Mathematics
Link
http://downloads.hindawi.com/journals/mpe/2017/5976098.pdf
Reference14 articles.
1. Timoshenko beam-column with generalized end conditions on elastic foundation: Dynamic-stiffness matrix and load vector
2. Buckling loads for variable cross-section members with variable axial forces
3. Postbuckling analysis of a simple frame with varying stiffness
4. Buckling of Tapered Bars Under Stepped Axial Loads
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