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- W2361823834 abstract "Vertically prestressed reinforced concrete(PRC) bridge piers have a wide application prospect in bridge engineering.Based on the review of the researches on seismic behavior of PRC bridge piers at home and abroad,some important findings on the seismic behavior of PRC bridge piers were introduced and summarized,including the influence of prestressing force,the amount and location of prestressing tendon and the prestressing ratio on the residual deformation,the lateral stiffness after yielding,horizontal carrying capacity and energy dissipation capacity of the PRC bridge piers.It is found that the prestressing tendon would reduce the residual deformation,delay the concrete cracking development and improve the lateral stiffness of the pier after yielding.The longitudinal reinforcement plays an important role in the energy dissipation capacity of the pier,ensuring the ratio of reinforcement in a reasonable range." @default.
- W2361823834 created "2016-06-24" @default.
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- W2361823834 date "2012-01-01" @default.
- W2361823834 modified "2023-09-24" @default.
- W2361823834 title "Review of studies on seismic behavior of prestressed reinforced concrete bridge piers" @default.
- W2361823834 hasPublicationYear "2012" @default.
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