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Published in 2024 at "Journal of Earthquake Engineering"
DOI: 10.1080/13632469.2024.2318630
Abstract: ABSTRACT Numerical studies on freestanding structures typically leverage the Distinct Element Method where the response is dictated by joints; however, the response carries significant uncertainty due to joint stiffness parameters. This study aims to quantify…
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Keywords:
stiffness parameters;
freestanding structures;
joint stiffness;
distinct element ... See more keywords