Analysis of economic efficiency for cable-stayed-suspension bridges based on structural applicability
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Détails bibliographiques
| Auteur(s): |
Younki Son
(ENVICO Consultants, Seoul, South Korea)
Wanghyun Nam (ENVICO Consultants, Seoul, South Korea) Dongho Yoo (ENVICO Consultants, Seoul, South Korea) Sangwon Song (ENVICO Consultants, Seoul, South Korea) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021 | ||||
| Publié dans: | IABSE Congress Christchurch 2020 | ||||
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| Page(s): | 453-455 | ||||
| Nombre total de pages (du PDF): | 3 | ||||
| DOI: | 10.2749/christchurch.2021.0453 | ||||
| Abstrait: |
In this study, the major quantities of 8 suspension bridges (SB) and cable-stayed-suspension bridges (CSSB) from 1,000m to 4,500m in midspan were calculated based on the structural validity. Based on the calculated quantity, the economic and structural suitability of each bridge type for the same span was compared. Since the systemic stiffness of the CSSB can be more improved by adopting concrete girder, it was confirmed that the CSSB has advantage in securing economic efficiency, reducing deflections and the period of erection program, and increasing wind resistance. |
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| Mots-clé: |
pont suspendu
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