Nonlinear Earthquake Analysis of Reinforced Concrete Frames with Fiber and Bernoulli-Euler Beam-Column Element

A beam-column element based on the Euler-Bernoulli beam theory is researched for nonlinear dynamic analysis of reinforced concrete (RC) structural element. Stiffness matrix of this element is obtained by using rigidity method. A solution technique that included nonlinear dynamic substructure procedu...

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Detalles Bibliográficos
Autor principal: Karaton, Muhammet
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2014
Materias:
Research Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3919057/
https://www.ncbi.nlm.nih.gov/pubmed/24578667
http://dx.doi.org/10.1155/2014/905963

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3919057/
https://www.ncbi.nlm.nih.gov/pubmed/24578667
http://dx.doi.org/10.1155/2014/905963

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