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First of all, experiments were carried out to evaluate the performance of the frame detection stage.
Four simple examples are used to show the performance of the frame analysis tool.
The results show that the design and detailing of the gusset plate has a significant impact on the seismic performance of the frame.
Different debonded reinforcement ratios, places and length are examined in this study to evaluate its effect on the collapse resistance performance of the frame.
In this work, the performance of the frame detection algorithm and the Cramér-Rao vector bound (CRVB) of the STO and CFO estimation are derived analytically based on the proposed training sequence structure from [8].
However, it is possible to see that only one failure mode can be accepted if a good seismic performance of the frame needs to be guaranteed: the net-section failure of the diagonal strap after yielding.
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Some nonlinear dynamic analyses are performed to evaluate the seismic performance of the frames.
Some nonlinear analyses were performed to evaluate the seismic performance of the frames.
Therefore, the seismic performance of the frames improves.
Thus, the beneficial and disadvantageous effects of infill walls on seismic performance of the frames may be neglected during the design procedure.
However, the overall performance of the entire frame depends on the frame configuration including its connections.
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