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Finally, a reliability analysis, utilizing the collapse margin ratio presented in FEMA P695, was performed to quantify and compare the collapse performance of the proposed hybrid frames and conventional rigid frames.
Employed statistical analysis characterized the impact of parameters on the collapse performance of the CFDCST column.
The degradation of collapse performance is demonstrated through results from full-scale collapse experiments.
This study explores the aftershock collapse performance of steel buildings designed with superelastic viscous dampers (SVDs) under seismic sequences.
This article presents an analytical study of the seismic collapse performance of seismically isolated buildings and comparable non-isolated buildings.
The study also shows that the gradient of the collapse performance with respect to the three collapse indicators is similar.
Similar(35)
This manuscript presents a comparative study between the seismic collapse performances of steel moment-resisting frames (MRFs) with the same additional damping ratio while equipped with linear and nonlinear viscous dampers.
The entire model frames are found to satisfy the acceptance criteria for collapse prevention performance level.
There are three non-exclusive theoretical explanations for the paradoxical collapse of performance due to large financial incentives.
In particular, the walls reinforced with AMFs satisfied the drift level required for collapse prevention performance specified in ASCE 41-13.
In this way, it was possible to satisfy the collapse prevention performance state in an efficient and economical manner.
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CEO of Professional Science Editing for Scientists @ prosciediting.com