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Drift ratio.
As the soil stiffness decreases; the story drift ratio increases.
MONO specimen attained the maximum strength at 1.75% drift ratio.
Experimental results are shown as force-interstorey drift ratio diagrams.
The deformation capacity exceeded 4% inter-story drift ratio.
The peak load of J-CFRP was −56.25 kN at a drift ratio of −2.78% and the ultimate drift ratio was 5.77%.
SP1 and SP1-R specimens showed 58% degradation up to 2.2% drift ratio, however SP1 showed a sudden decrease in stiffness at 2.2% drift ratio.
The investigation focuses on the examination of the maximum displacements, maximum residual displacements, maximum interstorey drift ratio, maximum residual interstorey drift ratio, damage indices and ductility demands.
In the envelop curves, the peak load, effective stiffness (K e ), yield drift ratio (θ y ), ultimate drift ratio (θ u ), and drift ductility factor were determined.
Displacement ductility (µe ) of a connection specimen is the ratio of ultimate drift ratio (Θ U ) to the effective yield drift ratio (Θ e ).
Lateral load drift ratio envelopes of test specimens were obtained by combining the maximum lateral loads corresponding to each drift ratio.
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