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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Hlavní autoři:	Dong Chen, Bin Zeng, Qing Xu, Xiaoda Xu, Man Xu
Médium:	Artigo
Jazyk:	Inglês
Vydáno:	MDPI AG 2024-02-01
Edice:	Buildings
Témata:	unbonded prestressed concrete beam tensioning effect prestress strength ratio prestress tendons position cyclic behavior
On-line přístup:	https://www.mdpi.com/2075-5309/14/2/431
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