Research Article
Jan 1975

Earthquake Design of Buildings:Damping

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Publication: Journal of the Structural Division
Volume 101, Issue 1

Abstract

A Fourier spectra analysis of the recorded February 9, 1971, San Fernando earthquake response of 12 southern California high-rise buildings was conducted and damping in building normal modes of vibration was estimated. Obtained damping values were correlated with building basement 0% damped pseudovelocity response spectrum and empirical equations were derived for damping estimation. A procedure utilizing these equations was developed for the selection of damping values for use in building design.

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Journal of the Structural Division
Volume 101Issue 1January 1975
Pages: 11 - 30

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Published in print: Jan 1975
Published online: Feb 1, 2021

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Gary C. Hart, M.ASCE
Assoc. Prof.;,Mechanics and Structures Dept., Univ. of California, Los Angeles, Calif.
Ramaswami Vasudevan
Grad. Student, Mechanics and Structures Dept., Univ. of California, Los Angeles, Calif.

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