Research Article
Nov 1979
Stability Analysis of Cable-Stayed Rigid Frames
Authors: Chu-Kia Wang, F.ASCE, and Jon K. StillerAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 11
Abstract
The study reported in this paper was prompted by two papers (1,2) dealing with the buckling of a single-crossarm stayed column and a cable-stayed girder bridge, respectively. For the stayed column, theoretical equations were derived and numerical solutions were then obtained from the closed-form formulas. For the cable-stayed girder bridge, an energy method requiring the prior assumption of a mode shape was used to calculate the overall buckling load of the whole structure.
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Published In
Journal of the Structural Division
Volume 105 • Issue 11 • November 1979
Pages: 2383 - 2398
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Nov 1979
Published online: Feb 1, 2021
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Authors
Affiliations
Chu-Kia Wang, F.ASCE
Prof. of Civ. and Environmental Engrg., Univ. of Wisconsin, Madison, Wisc.
Jon K. Stiller
Grad Student; Univ. of California, Berkeley, Calif.; formerly, Grad. Student, Univ. of Wisconsin, Madison, Wisc.
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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.
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.
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.