Effects of Prestressing Magnitude and Position on Seismic Performance of Unbonded Prestressed Concre...
Effects of Prestressing Magnitude and Position on Seismic Performance of Unbonded Prestressed Concrete Beams
About this item
Full title
Author / Creator
Chen, Dong , Zeng, Bin , Xu, Qing , Xu, Xiaoda and Xu, Man
Publisher
Basel: MDPI AG
Journal title
Language
English
Formats
Publication information
Publisher
Basel: MDPI AG
Subjects
More information
Scope and Contents
Contents
To study the effects of the jacking stress level, height and strength ratio of the prestress tendons (λ) on the seismic performance of unbonded prestressed concrete (UPC) beams, six UPC beams and one reinforced concrete (RC) beam were tested under cyclic loads. The hysteretic characteristics, skeleton curves, ductility properties, energy dissipatio...
Alternative Titles
Full title
Effects of Prestressing Magnitude and Position on Seismic Performance of Unbonded Prestressed Concrete Beams
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Author / Creator
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Record Identifier
TN_cdi_doaj_primary_oai_doaj_org_article_030bb2bc8d46482bb6d45b924d7f569e
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_030bb2bc8d46482bb6d45b924d7f569e
Other Identifiers
ISSN
2075-5309
E-ISSN
2075-5309
DOI
10.3390/buildings14020431
