Effects of Prestressing Magnitude and Position on Seismic Performance of Unbonded Prestressed Concrete Beams

To study the effects of the jacking stress level, height and strength ratio of the prestress tendons (<i>λ</i>) 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,...

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Bibliografische gegevens

Hoofdauteurs:	Dong Chen, Bin Zeng, Qing Xu, Xiaoda Xu, Man Xu
Formaat:	Artigo
Taal:	Inglês
Gepubliceerd in:	MDPI AG 2024-02-01
Reeks:	Buildings
Onderwerpen:	unbonded prestressed concrete beam tensioning effect prestress strength ratio prestress tendons position cyclic behavior
Online toegang:	https://www.mdpi.com/2075-5309/14/2/431
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