| Author(s): |
Tor B. Urdal
|
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, September 1969, n. 3, v. 6 |
| Page(s): | 80-83 |
| DOI: | 10.62913/engj.v6i3.125 |
| Abstract: |
It is generally accepted that bracing provides elastic support. As shown in this article, the lateral supports for the buckling condition of continuous columns depend onelasticity in three different ways: Case 1: Reactions are proportional to the deflections with respect to the original neutral axis. Case 2: Reactions are proportional to the lateral deflection with respect to the adjacent points of support. Case 3: Reactions are proportional to the relative displacement of successive supports. |
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10783418 - Published on:
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16/05/2024
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