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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 2393.:
PDF
Estimating Equivalent Viscous Damping in Reinforced Concrete Buildings Responding To Earthquake Ground Motions
Hesam, Pedram
;
Hacker, Thomas J.
Use of constant damping ratio, often at 2% or 5% level of critical damping, is common in the design and analysis of reinforced concrete buildings. Using an empirical meth [...]
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