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A rigorous seismic assessment of the retrofitted frame was implemented using the nonlinear pushover procedure and the capacity spectrum approach.
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The estimated capacity curve by using the nonlinear static pushover analysis is in close agreement to the average capacity curve obtained based on the curves estimated using the incremental dynamic analysis.
Due to its simplicity, the structural engineering profession has been using the nonlinear static procedure (NSP) or pushover analysis.
Furthermore, FEMA procedure is used to define the hinges for the nonlinear pushover analysis.
It is shown from the nonlinear pushover analysis that target displacements in both directions are reduced by 16%-55%-55%the proposed steel bracings are used.
A comparison between the nonlinear pushover analysis and the proposed shear strength equation shows excellent agreement.
A comparison between the nonlinear pushover analysis and the proposed equation shows excellent agreement.
Factors affecting the difference between the final design model in terms of required design base shear and initial stiffness and the nonlinear pushover results are examined.
The nonlinear pushover analysis with lumped plasticity approach was implemented in order to compare the seismic response of the original structure with the GFRP/CFRP retrofitted structures.
In this respect, the SAP2000 20022) program is employed to perform the nonlinear pushover analysis.
The capacity curves are based on engineering parameters of structural strength that characterize the nonlinear pushover structural behavior of the 36 types of model buildings.
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