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A research paper proposing an energy-based limit curve for reinforced concrete moment-resisting frames equipped with steel damper columns. The study by Kenji Fujii uses incremental critical pseudo-multi impulse analyses on three eight-story structures and validates the framework with nonlinear time-history analyses of recorded ground motions, including sequences from the 2011 Tohoku and 2016 Kumamoto earthquakes. The dataset is a PDF file of 11.3 MB last updated on 2026-05-04.
The primary file is a PDF document; users seeking raw numerical data may need to contact the author.