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Mechanical Behaviors Analysis on a Arch Rib Segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City

 Mechanical Behaviors Analysis on a Arch Rib Segment of Yongjiang Bridge in the Eastern-Outer-Ring of Ningbo City
Auteur(s): , , ,
Présenté pendant IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, publié dans , pp. 172-173
DOI: 10.2749/222137810796024079
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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 co...
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Détails bibliographiques

Auteur(s):



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:
Page(s): 172-173 Nombre total de pages (du PDF): 7
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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