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pro vyhledávání: '"Vardanega, Paul J"'
Publikováno v:
In Transportation Geotechnics July 2023 41
Publikováno v:
E3S Web of Conferences, Vol 544, p 06007 (2024)
The prediction of stress-strain behaviour in soils is a problem that can be approached in different ways depending on the design scenario. In some cases, a multi-parameter constitutive model calibrated with non-routine soil tests may be appropriate,
Externí odkaz:
https://doaj.org/article/0719c012a2a2430b9c455c0f9d71c4ac
Publikováno v:
E3S Web of Conferences, Vol 544, p 04007 (2024)
To select appropriate stress-strain parameters for serviceability limit state calculations, an understanding is needed of the likely variation of stress-strain behaviour within the model displacement mechanism. One approach that may be utilised to in
Externí odkaz:
https://doaj.org/article/2dbd1777b1694a27b1555f533c9e2ae9
Publikováno v:
In Transportation Engineering March 2021 3
Akademický článek
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Autor:
Tsiavos, Anastasios, Alexander, Nicholas A., Diambra, Andrea, Ibraim, Erdin, Vardanega, Paul J., Gonzalez-Buelga, Alicia, Sextos, Anastasios
Publikováno v:
In Soil Dynamics and Earthquake Engineering October 2019 125
Akademický článek
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Publikováno v:
In Journal of Constructional Steel Research June 2017 133:499-509
Publikováno v:
Vardanega, P J, Gavriel, G & Pregnolato, M 2023, Recent progress developing a rating framework for evaluating SHM for bridge scour . in F Biondini & D M Frangopol (eds), Life-Cycle of Structures and Infrastructure Systems : Proceedings of the Eighth International Symposium on Life-Cycle Civil Engineering (IALCCE 2023), 2-6 July 2023, Politecnico Di Milano, Milan, Italy . Abingdon, Oxon, pp. 1705-1712, The Eighth International Symposium on Life-Cycle Civil Engineering (IALCCE 2023), Milan, Italy, 2/07/23 . https://doi.org/10.1201/9781003323020-209
Scour is a complex phenomenon and one of the most frequent causes of riverine bridge failures. Detecting scouring effects is a complex geotechnical/structural/hydraulic engineering challenge. Incorporating more risk-based approaches into scour assess
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2642::c3acba4c1cdf1870140be34ef1cb3dbd
https://research-information.bris.ac.uk/en/publications/e2e90313-65d6-4caf-a31a-b52cd13ee616
https://research-information.bris.ac.uk/en/publications/e2e90313-65d6-4caf-a31a-b52cd13ee616
Publikováno v:
Gavriel, G, Pregnolato, M & Vardanega, P J 2023, Using the USGS database to study parameter uncertainty when assessing pier scour using the HEC-18 framework . in F Biondini & D M Frangopol (eds), Life-Cycle of Structures and Infrastructure Systems : Proceedings of the Eighth International Symposium on Life-Cycle Civil Engineering (IALCCE 2023), 2-6 July 2023, Politecnico Di Milano, Milan, Italy . Abingdon, Oxon, pp. 3230-3237, The Eighth International Symposium on Life-Cycle Civil Engineering (IALCCE 2023), Milan, Italy, 2/07/23 . https://doi.org/10.1201/9781003323020-394
Bridges are important lifelines linking communities and their collapse due to flood events can result in severe social and economic impacts for communities. Estimation of maximum bridge scour depth is important for determining effective mitigation an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2642::ee0d18bcc8b485d7bb5abe41b746e2aa
https://hdl.handle.net/1983/5523f799-fce8-4c0d-8c97-0a160b4e776f
https://hdl.handle.net/1983/5523f799-fce8-4c0d-8c97-0a160b4e776f