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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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Detalles Bibliográficos
Autores principales: Hui-li, Wang, Guang-qi, Feng, Si-feng, Qin
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2014
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3919084/
https://www.ncbi.nlm.nih.gov/pubmed/24578635
http://dx.doi.org/10.1155/2014/467350