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A Unified Approach for a Pseudo Nonlinear Analysis of Partially Prestressed Concrete Beams Containing a Combination of Bonded and Unbonded Tendons

Crossref DOI link: https://doi.org/10.1007/s13369-025-10700-1

Published Online: 2025-10-18

Published Print: 2026-02

Update policy: https://doi.org/10.1007/springer_crossmark_policy

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