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Published in 2018 at "Journal of Structural Engineering"
DOI: 10.1061/(asce)st.1943-541x.0002208
Abstract: AbstractDue to a lack of bonds between external tendons and adjacent concrete and the potential variation in the eccentricities of the tendons (second-order effect), the analysis of the ultimate st...
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Keywords:
external tendons;
capacity prestressed;
flexural capacity;
prestressed concrete ... See more keywords