The effect of different earthquake ground motion level on performance of reinforced-concrete structures
Abstract
Four different earthquake ground motion levels with different probabilities of exceedance were expressed
with the current seismic design code. In this study, earthquake-structural parameters were obtained by
taking into account four different ground motion levels for four different provinces with different
earthquake hazards. Structural analyses were carried out using different earthquake ground motion levels
obtained for each province. In the structural analysis, a sample reinforced-concrete structure with the same
structural characteristics was selected. The results were obtained by using both ground motion levels and
design spectra for four provinces. With this study, both the earthquake hazard and the ground motion level
change were examined separately. It was determined that the two variables significantly changed the target
displacement values expected from the structure.
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