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The maximum drift ratio was measured when the strength reduced to 80% of the maximum load.
The maximum drift ratio of all the eleven earthquakes is given in Fig. 8.
For brevity, the IDA results are presented only in terms of maximum drift ratio as the demand parameter.
Table 6 summarizes the yield load (V y ), yield drift ratio (θ y ), maximum load (V u ), maximum drift ratio (θ u ), and ductility ratio of each specimen.
HPFRCC specimens HC-2.0 and HC-3.5 having bundled diagonal reinforcement and half the transverse reinforcement required in ACI 318-14 produced the maximum drift ratio of about 5.98 and 10.79, respectively.
Concrete coupling beam specimens RC-2.0 (l n /h = 2.0) and RC-3.5 (l n /h = 3.5), which had bundled diagonal reinforcement, achieved the maximum drift ratio of about 5.37 and 10.04, respectively.
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The yield and maximum drift ratios were determined according to the work of Pan and Moehle (1989).
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.
Nonlinear regression analysis is employed in order to derive simple formulae which reflect the aforementioned influences and offer, for a given strength reduction (or behavior) factor, three important response quantities, i.e., the maximum roof displacement, the maximum interstorey drift ratio and the maximum rotation ductility along the height of the structure.
Nonlinear regression analysis is employed in order to derive simple formulae which reflect the aforementioned influences and offer, for a given strength reduction (or behaviour) factor, three important response quantities, i.e. the maximum roof displacement, the maximum interstorey drift ratio and the maximum rotation ductility along the height of the structure.
The maximum storey drift ratio and maximum ductility factor on the first storey reached 1/40 and 2.5, respectively.
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