Mechanical Behaviors Analysis on a Arch Rib Segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City
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Détails bibliographiques
| Auteur(s): |
Kang-Ming Chen
Qing-Xiong Wu Bao-Chun Chen Shozo Nakamura |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
| Publié dans: | IABSE Symposium Venice 2010 | ||||
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| Page(s): | 172-173 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2010 | ||||
| DOI: | 10.2749/222137810796024079 | ||||
| Abstrait: |
Based on Yongjiang Bridge in the easten-outer-Ring of Ningbo City, a reduced scale-model with the reducing proportion of 1/4 of its arch rib segment was produced, then a loading test on which is conducted to understand the local unstability mechanism and actual bearing capacity of the arch rib. The result shows that the arch rib is designed rationally and will work safely. |
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