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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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Bibliografiske detaljer
Principais autores: Wang Hui-li, Feng Guang-qi, Qin Si-feng
Format: Artigo
Sprog:Inglês
Udgivet: Wiley 2014-01-01
Serier:The Scientific World Journal
Online adgang:http://dx.doi.org/10.1155/2014/467350
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