Estimation of Inelastic Buckling Collapse Loads for Steel Cable-Stayed Bridges
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Détails bibliographiques
| Auteur(s): |
Dong-Ho Choi
Sun Gil Gwon Hoon Yoo |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013 | ||||
| Publié dans: | IABSE Symposium Kolkata 2013 | ||||
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| Page(s): | 1-4 | ||||
| Nombre total de pages (du PDF): | 4 | ||||
| Année: | 2013 | ||||
| DOI: | 10.2749/222137813808627253 | ||||
| Abstrait: |
In this paper, a simple method for estimating the buckling collapse loads for steel cable-stayed bridges is proposed. An improved convergence criterion for iterative eigenvalue computations is suggested to consider the beam-column effect for girder and tower members of a cable-stayed bridge system. Then, the two example bridges representing medium and long-span models are analyzed in order to show the validity and applicability of the proposed method. The results show that the proposed method for a beam-column is a good substitute for complex nonlinear inelastic analysis to approximately determine the buckling collapse loads of the bridge systems for all spans and girder depth ranges in preliminary design stages. |
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| Mots-clé: |
Pont à haubans
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