Formal Analysis of Elastically Supported Beam Columns
Brock, John E.
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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.
The article of record as published may be located at DOI 10.1007/BF00532055