Effect of Variability in Damping Ratios on the Seismic Risk of Steel Moment-Frame Buildings
Date Issued
2025-07
Author(s) USM
DOI
10.1002/eqe.4349
Abstract
This paper evaluates the sensitivity of seismic risk to variations in damping ratio in four steel moment-frame buildings of 4, 9, 20, and 50 stories. Seismic risk is quantified through the expected annual loss (EAL) due to earthquake ground motions. Nonli
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