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Wind loads analysis at the anchorages of the Talavera de la Reina cable stayed bridge

Wind loads analysis at the anchorages of the Talavera de la Reina cable stayed bridge
Wind loads analysis at the anchorages of the Talavera de la Reina cable stayed bridge
This paper describes wind tunnel tests performed on wind tunnel models of the Talavera de la Reina cable stayed bridge. The work describes the aeroelastic model construction and it is focused on the evaluation and analysis of the mean and peak wind loads at the tower foundation and the cable anchorages since these data can be very useful by the bridge manufacturer as a support for the bridge design. The work is part of a complete wind tunnel study carried out to analyze the aeroelastic stability of the bridge.
1-5
Rosa, L.
13692c3f-c483-4796-9c35-1f511d071707
Squicciarini, G.
c1bdd1f6-a2e8-435c-a924-3e052d3d191e
Belloli, M.
1b662564-a184-48aa-bfc5-b5613dcaaa33
Collina, A.
abb9b328-a2de-4d69-99a3-5fb38c14c7be
Nieto, F.
665aa3a1-f510-46b2-8bdb-f310892eae3e
Jurado, J.A.
8e1dd06a-c1cb-404c-b3da-be1f9f0f8553
Rosa, L.
13692c3f-c483-4796-9c35-1f511d071707
Squicciarini, G.
c1bdd1f6-a2e8-435c-a924-3e052d3d191e
Belloli, M.
1b662564-a184-48aa-bfc5-b5613dcaaa33
Collina, A.
abb9b328-a2de-4d69-99a3-5fb38c14c7be
Nieto, F.
665aa3a1-f510-46b2-8bdb-f310892eae3e
Jurado, J.A.
8e1dd06a-c1cb-404c-b3da-be1f9f0f8553

Rosa, L., Squicciarini, G., Belloli, M., Collina, A., Nieto, F. and Jurado, J.A. (2014) Wind loads analysis at the anchorages of the Talavera de la Reina cable stayed bridge. Case Studies in Structural Engineering, 1, 1-5. (doi:10.1016/j.csse.2014.01.001).

Record type: Article

Abstract

This paper describes wind tunnel tests performed on wind tunnel models of the Talavera de la Reina cable stayed bridge. The work describes the aeroelastic model construction and it is focused on the evaluation and analysis of the mean and peak wind loads at the tower foundation and the cable anchorages since these data can be very useful by the bridge manufacturer as a support for the bridge design. The work is part of a complete wind tunnel study carried out to analyze the aeroelastic stability of the bridge.

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Published date: 12 February 2014
Organisations: Dynamics Group

Identifiers

Local EPrints ID: 369236
URI: https://eprints.soton.ac.uk/id/eprint/369236
PURE UUID: d251b0da-0335-4e09-8ce2-5cef6aee0b2e
ORCID for G. Squicciarini: ORCID iD orcid.org/0000-0003-2437-6398

Catalogue record

Date deposited: 30 Sep 2014 11:49
Last modified: 20 Jul 2019 00:43

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