Time-dependent Seismic Performance Assessment of Corroded Reinforced Concrete Frames

In this study, effects of reinforcement corrosion such as reinforcement cross section reduction, steel yield strength and concrete compressive strength reduction on RC member capacity decrease are studied. Next, a two-dimensional reinforced concrete moment resistant frame is modeled to evaluate the...

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Veröffentlicht in:	Periodica polytechnica. Civil engineering. Bauingenieurwesen 2019-05, Vol.63 (2), p.631
Hauptverfasser:	Ghanooni-Bagha, Mohammad, Zarei, Sajad, Savoj, Hamid Reza, Shayanfar, Mohsen Ali
Format:	Artikel
Sprache:	eng
Schlagworte:	Capacity Compressive strength Concrete Corrosion Corrosion effects Corrosion tests Curvature Failure analysis Nonlinear analysis Nonlinear response Performance assessment Performance testing Reduction Reinforced concrete Reinforcement Reinforcing steels Seismic activity Seismic analysis Seismic engineering Seismic response Steel Time dependence Two dimensional models
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