An alternative recommendation for design eccentricity by consideration of uncoupled frequency ratio

An alternative recommendation for design eccentricity by consideration of uncoupled frequency ratio

Abstract Civil structures are prone to dynamic loadings such as strong winds or ground excitations where torsion becomes an ongoing issue. This arises from a lack of coincidence of the center of mass (CM) and rigidity (CR), known as eccentricity. Seismic design codes often introduce two types of ecc...

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Bibliographic Details
Main Authors: Osman Akyürek, Hakan Ulutaş
Format: Article
Language:English
Published: Nature Portfolio 2024-12-01
Series:Scientific Reports
Subjects:
Torsional irregularity
Amplification factor
Accidental torsion
Uncoupled frequency ratio
Effective radius of gyration
Building code
Online Access:https://doi.org/10.1038/s41598-024-75465-3

Internet

https://doi.org/10.1038/s41598-024-75465-3

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