Polya urn model-based performance assessment of PSC bridges: prestress loss consideration

Polya urn model-based performance assessment of PSC bridges: prestress loss consideration

Abstract A methodology for performance assessment of prestressed concrete (PSC) girder bridge system, based on strain monitoring in limited number of girders, is proposed in this paper. The methodology uses Polya urn model for determining probabilities of the bridge system being in different conditi...

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Bibliografische gegevens
Hoofdauteurs: K. Balaji Rao, M. B. Anoop
Formaat: Artikel
Taal:English
Gepubliceerd in: SpringerOpen 2022-10-01
Reeks:Advances in Bridge Engineering
Onderwerpen:
Prestressed concrete bridge system
Polya urn model
Prestress loss
Reward rate
Performability
Online toegang:https://doi.org/10.1186/s43251-022-00066-x

Internet

https://doi.org/10.1186/s43251-022-00066-x

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