Effects of Hanger Extensibility on Responses of Suspension Bridges
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Détails bibliographiques
| Auteur(s): |
Dong-Ho Choi
Sun-Gil Gwon |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015 | ||||
| Publié dans: | IABSE Conference Nara 2015 | ||||
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| Page(s): | 70-71 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| Année: | 2015 | ||||
| DOI: | 10.2749/222137815815773981 | ||||
| Abstrait: |
This paper presents an improved deflection theory considering extensible hangers for the static analysis of a suspension bridge. The coupled differential equations for the deflections of the main cable and girder are presented and numerically solved by ATLAB. For verification, the two- dimensional finite-element method, the conventional deflection theory, and the improved deflection theory are used to obtain the static responses of an example model of a three-span suspension bridge. The results show that the improved theory can demonstrate accurate static behaviors of suspension bridges. |
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| Mots-clé: |
pont suspendu
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