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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on USB, paper 1474.:
PDF
Variation of Damping Reduction Factors Used in Design of Isolated Structures Due To Ground Motion Directionality
Özdemir, Gökhan
;
Bayhan, Beyhan
In seismic isolated structures, the level of equivalent damping ratio is generally greater than 5%. However, the elastic design response spectrum provided by codes specif [...]
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