Formal Analysis of Elastically Supported Beam Columns
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Authors
Brock, John E.
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Date of Issue
1966
Date
1966
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Abstract
A method is presented for the systematic analysis of elastically supported beam-columns or
tie-bars in which formal notational devices simplify the handling of complicated discontinuous lateral loads.
Various relationships between axial load and support modulus are treated and three particular cases (fixedfixed,
pinned-pinned, and free-free ends) are exhibited.
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Article
Description
The article of record as published may be located at DOI 10.1007/BF00532055
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Citation
Ingenieur-Archiv, Volume 35, Issue 1, pp 31-38
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This publication is a work of the U.S. Government as defined in Title 17, United States Code, Section 101. Copyright protection is not available for this work in the United States.