Evaluation of the Influence of Different Grades of Reinforcing Steel on the Seismic Performance of Concrete reinforced Frame Structures with Nonlinear Static Analysis

In this investigation, the elasto-plastic behavior and the seismic performance of concrete reinforced frame structures reinforced are evaluated by applying the Pushover method. This evaluation is done on several cases: with high ductility steel (Grade 40), conventional steel (Grade 60) and high stre...

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Bibliographic Details
Main Authors: Navarro, D., Valero, R., Orihuela, J.
Format: Article
Language:English
Published: IOP Publishing Ltd 2021
Subjects:
Online Access:http://hdl.handle.net/10757/655954