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Each of the frames was annotated by three different people.
Note that this procedure was performed frame-wise, and the order of the frames was random.
The comparative seismic performance evaluation of the frames was then carried out by assessing the Response Reduction factor as well as the failure pattern.
One of the frames was strengthened with RC infill while the other frame was strengthened with CFRP strengthened hollow clay blocks.
To evaluate these strategies, first the proposed physical models for columns, beams, and joints were extracted based on the experimental results, and the analytical model of the frames was created by assembling these physical models.
The structural performance of the different versions of the frames was evaluated by subjecting each one to a set of twenty ground motions representative of the design earthquake with 10% exceedance probability in fifty years.
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The frames were scattered in the weeds.
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Because that's how the frames were sold.
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