Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames

The nonlinear seismic responses of 3D steel buildings with perimeter moment resisting frames (PMRF) and interior gravity frames (IGF) are studied explicitly considering the contribution of the IGF. The effect on the structural response of the stiffness of the beam-to-column connections of the IGF, w...

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Detalles Bibliográficos
Autores principales: Reyes-Salazar, Alfredo, Bojórquez, Edén, Haldar, Achintya, López-Barraza, Arturo, Rivera-Salas, J. Luz
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/PMC4065749/
https://www.ncbi.nlm.nih.gov/pubmed/24995357
http://dx.doi.org/10.1155/2014/346156

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC4065749/
https://www.ncbi.nlm.nih.gov/pubmed/24995357
http://dx.doi.org/10.1155/2014/346156

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