Technological Innovation of Multi-pylon Suspension Bridge
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Détails bibliographiques
| Auteur(s): |
Changjiang Wang
(Zhejiang Provincial Planning and Design Institute Co., Ltd., Hangzhou, China)
Yudong Bai (Zhejiang Provincial Planning and Design Institute Co., Ltd., Hangzhou, China) Hanyu Mei (Zhejiang Provincial Planning and Design Institute Co., Ltd., Hangzhou, China) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Long Span Bridges, Istanbul, Turkey, 26-28 April 2023 | ||||
| Publié dans: | IABSE Symposium Istanbul 2023 | ||||
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| Page(s): | 973 | ||||
| Nombre total de pages (du PDF): | 1 | ||||
| Année: | 2023 | ||||
| DOI: | 10.2749/istanbul.2023.0973 | ||||
| Abstrait: |
Multi-pylon suspension bridge is the bridge type scheme that bridge workers dream of. The rigid mid-pylon suspension bridge is the best solution for multi-pylon suspension bridges with more than three pylons. Its core is to improve the anti-slip performance of the cable saddle. Through a large number of experiments and induction, the nominal friction coefficient of the cable saddle considering the lateral wall friction resistance is obtained, and then a cable saddle is proposed with high friction performance. The calculation method of the nominal friction coefficient and the anti-slip evaluation method of the cable saddle are given. On this basis, combined with the improvement of wind resistance performance, driving comfort and multi-span branching capacity, a "live-load anchorage design method" for multi-pylon suspension bridges was proposed, and it was successfully applied on the engineering example-"Wenzhou Oujiang North Estuary Bridge" project. |
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