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Published in 2020 at "Soil Dynamics and Earthquake Engineering"
DOI: 10.1016/j.soildyn.2019.105930
Abstract: Abstract This study proposes seismic reliability-based design relationships in terms of behavior factors and displacement demands for softening and hardening structures equipped with double concave sliding bearings (i.e., DFPS). An equivalent 3dof system is adopted,…
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Keywords:
double concave;
seismic reliability;
reliability based;
concave sliding ... See more keywords