Author(s): |
A. Badir
M. Badir |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Electronic Journal of Structural Engineering, June 2018, n. 2, v. 18 |
Page(s): | 133-138 |
DOI: | 10.56748/ejse.182732 |
Abstract: |
A procedure is presented in which the method of column analogy, normally applicable to the analysis of single-span and closed frames, is extended for the analysis of multi-span frames with columns hinged to the ground. The extension involves consideration of conditions of rotations at the hinges. For illustration, a two-span hinged frame issolved in details. Results are in excellent agreement with values obtained using classical structural methods. |
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10778734 - Published on:
12/05/2024 - Last updated on:
12/05/2024