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

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 char...

Full description

Bibliographic Details
Main Authors: Dong Chen, Bin Zeng, Qing Xu, Xiaoda Xu, Man Xu
Format: Article
Language:English
Published: MDPI AG 2024-02-01
Series:Buildings
Subjects:
unbonded prestressed concrete beam
tensioning effect
prestress strength ratio
prestress tendons position
cyclic behavior
Online Access:https://www.mdpi.com/2075-5309/14/2/431

Internet

https://www.mdpi.com/2075-5309/14/2/431

Similar Items