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Open image in new window Fig. 9 Distribution of maximum drift response (Y-direction).
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Previous studies have shown that artificial accelerograms underestimate the maximum drift and maximum floor acceleration responses.
Consequently, for accurate estimation of the maximum drift demands of plan-asymmetric buildings, it is proposed that the drift responses obtained from the RSA for the stiff and flexible edges of the building be utilized to construct two lateral-torsional load patterns for nonlinear static analyses.
Numerous parameters pertaining to the out-of-plane behaviour of NSM-TS strengthened URM walls were investigated, including failure modes, hysteretic response curves, out-of-plane flexural strength, maximum drift, pseudo-ductility, and strain distribution in the NSM-TS bars.
The 50%% curve shows the average dynamic response of the structure to earthquakes and yields the maximum drift of the stories in terms of the magnitude of the earthquake.
(2) Maximum drift and inter-story drift .
Maximum drift and inter-story drift.
Previous studies assessed the displacement, maximum drift, maximum residual drift, and energy distribution in structures.
Table 1 The maximum drift values (regardless of drift limitations) and ductility andR factor for floor.
The ductility ratio is defined as the maximum drift divided by the yield drift.
Story drift response ratio increases as the soil stiffness deceases.
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