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Structure-Specific Scaling of Ground Motions for Estimating Peak Floor Accelerations in Multistory Buildings
Date
2025-01-01
Author
Eren, Numan
Sucuoğlu, Haluk
Metadata
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A structure-specific ground motion amplitude scaling procedure has been developed for reliable estimation of peak floor accelerations in multistory buildings. The introduced procedure is intended for the performance evaluation of acceleration-sensitive components attached to the floors of multistory frames. Floor accelerations are highly sensitive to high frequencies in base excitations. Accordingly, higher mode contributions to floor acceleration are considered explicitly in scaling the ground motions in this study. The ground motions scaled with the proposed procedure, and with two other scaling procedures are applied to two different 20-story concrete buildings. The results are evaluated comparatively through nonlinear response history analyses.
Subject Keywords
acceleration sensitive elements
,
accuracy
,
efficiency
,
higher mode response
,
Peak floor acceleration
,
scale factors
,
structure-specific ground motion scaling
URI
https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85218829525&origin=inward
https://hdl.handle.net/11511/113939
Journal
Journal of Earthquake Engineering
DOI
https://doi.org/10.1080/13632469.2025.2457053
Collections
Department of Civil Engineering, Article
Citation Formats
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BibTeX
N. Eren and H. Sucuoğlu, “Structure-Specific Scaling of Ground Motions for Estimating Peak Floor Accelerations in Multistory Buildings,”
Journal of Earthquake Engineering
, pp. 0–0, 2025, Accessed: 00, 2025. [Online]. Available: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85218829525&origin=inward.