Research Article
Nov 1975
Simplified Analysis of Frame-Tube Structures
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VIEW THE REPLYAuthors: Alexander Coull, F.ASCE, and Bishwanath BoseAuthor Affiliations
Publication: Journal of the Structural Division
Volume 101, Issue 11
Abstract
A simplified method is presented for the analysis of framed-tube structures subjected to lateral loads. The rigidly jointed perimeter frame panels are replaced by equivalent orthotropic plates, whose properties are chosen to represent both the axial and shearing deformation characteristics of the frames. The force and stress distributions in the panels are assumed to be represented with sufficient accuracy by polynomial series in the horizontal coordinates, the coefficients of the series being functions of the height only. The unknown functions are determined from the principle of least work. The influence of stiffer corner columns is included in the analysis. Closed-form solutions are presented for three standard load cases, a uniformly and a triangularly distributed load, and a point load at the top. Design curves are presented to enable solutions to be obtained rapidly.
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Published In
Journal of the Structural Division
Volume 101 • Issue 11 • November 1975
Pages: 2223 - 2240
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Nov 1975
Published online: Feb 1, 2021
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Alexander Coull, F.ASCE
Prof. of Struct. Engrg., Univ. of Strathclyde, Glasgow, Scotland
Bishwanath Bose
Postgrad. Student, Dept. of Civ. Engrg., Univ. of Strathclyde, Glasgow, Scotland
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.