Improved Deflection Prediction Model for PSC Box Girder with Stay Cable System during Tensioning Pha...
Improved Deflection Prediction Model for PSC Box Girder with Stay Cable System during Tensioning Phase
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Publisher
New York: Hindawi
Journal title
Language
English
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Publisher
New York: Hindawi
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Scope and Contents
Contents
To improve the accuracy of deflection prediction for prestressed concrete (PSC) box-girder bridges with a stay cable system (SCS) during tensioning, this study employs the Latin hypercube sampling (LHS) technique to sample random variables affecting long-term deflection of the main girder. A long-term deflection randomness analysis model is establi...
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Full title
Improved Deflection Prediction Model for PSC Box Girder with Stay Cable System during Tensioning Phase
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Author / Creator
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TN_cdi_doaj_primary_oai_doaj_org_article_12003d3e125f4563b0d7797fad7a0b8d
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_12003d3e125f4563b0d7797fad7a0b8d
Other Identifiers
ISSN
1687-8086
E-ISSN
1687-8094
DOI
10.1155/2024/8878093
