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Previous studies have shown that artificial accelerograms underestimate the maximum drift and maximum floor acceleration responses.
Previous studies assessed the displacement, maximum drift, maximum residual drift, and energy distribution in structures.
On the other hand, maximum drift demands were approximately independent from strain hardening ratio.
The maximum drift reached was surprising given the brittleness of masonry.
Considering maximum drift and residual drift as demand parameters, fragility curves are developed for five different SMA-RC bridge piers.
A multiple linear segment objective function is used considering the weight, maximum drift, and uplift force in a frame.
The deformations of the test models were large, with a maximum drift of up to 1/35 of the eave height.
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For this reason, seismic hysteretic energies were obtained as function of maximum drifts or rotations for each PGA level.
From the NLTHA results, the seismic hysteretic energy was obtained at beams on the story where the maximum drifts were recorded.
Also, the maximum drifts in PBPD frames are generally uniformly distributed along the building height, while the baseline frames experienced large concentrated drift in the lower story due to brace fractures and column hinging.
The maximum interstory drift and residual drift IDA curves are developed and compared for both frames at different mainshock damage levels.
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CEO of Professional Science Editing for Scientists @ prosciediting.com