Validation of the deck behaviour due to post-tension loading of Ashton arch bridge
The new Ashton Bridge is a concrete tied-arch structure with a cable-supported deck, which spans 110 metres below the arching ribs. The tie-beam members, connecting the arch ribs, each have six longitudinal tendons that have primarily straight profiles. The author set out to validate the structural...
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| Format: | Dissertation |
| Language: | English |
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Faculty of Engineering and the Built Environment
2020
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| Online Access: | https://hdl.handle.net/11427/31783 |