Hysteretic Behavior of Prestressed Concrete Bridge Pier with Fiber Model
The hysteretic behavior and seismic characteristics of the prestressed concrete bridge pier were researched. The effects of the prestressed tendon ratio, the longitudinal reinforcement ratio, and the stirrup reinforcement ratio on the hysteretic behavior and seismic characteristics of the prestresse...
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Main Authors: | Wang Hui-li, Feng Guang-qi, Qin Si-feng |
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Format: | Article |
Language: | English |
Published: |
Wiley
2014-01-01
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Series: | The Scientific World Journal |
Online Access: | http://dx.doi.org/10.1155/2014/467350 |
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