Determination of performance of reinforced concrete structures using pushover analysis
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Abstract (EN)
In this study, it is aimed to determine structural performance of reinforced concrete structures by using nonlinear static pushover analysis method. For numerical application, three dimensional five-story reinforced concrete frame system with the same story plans and story heights is considered. This structure system is designed to satisfy high-ductility structure conditions in TS500 and DBYBHY-2007. The investigated structure system is analyzed with SAP2000 and Ide Static structural analysis programs for different load combinations including earthquake effects. As response quantities, displacement and strength demands, and damage levels of structural elements are evaluated. The results of both program solutions are also compared. Key Words: Structural Performance, Pushover Analysis, Plastic Hinge, Nonlinear Behavior
Author
Burak Yön
How to Cite
Burak Yön (Master Thesis). Determination of performance of reinforced concrete structures using pushover analysis, 2007, Fırat University.
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