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Stability of beam columns above elastic limit
Behavior of pin-ended, steel, wide flange beam columns, is development of virtual displacement method of solution to inelastic instability problem; using proposed method of solution, critical value of loading for members subject to concentric, eccentric and or lateral loads, can be determined in fraction of time required by existing solutions.
Stability of beam columns above elastic limit
Behavior of pin-ended, steel, wide flange beam columns, is development of virtual displacement method of solution to inelastic instability problem; using proposed method of solution, critical value of loading for members subject to concentric, eccentric and or lateral loads, can be determined in fraction of time required by existing solutions.
Stability of beam columns above elastic limit
Am Soc Civ Engrs -- Proc Separate
Ketter, R.L. (author)
1955
27 pages
Article (Journal)
English
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