Passive control using Coulomb damped masses

A. Fafitis, D. Larson

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Scopus citations

Abstract

A new dissipation element is introduced which utilizes Coulomb friction to `brake' horizontal building motions. The device resembles a classical impact damper but avoids impact-induced, detrimental accelerations. The reduction of structural response, due to the addition of Coulomb damped masses, has been studied by computer simulation. Results, obtained from the analysis of single degree of freedom oscillators subjected to harmonic base motions, look promising. Over a broad range of excitations, the Coulomb damped masses yielded reductions in structural response. The devices were particularly efficient after the first initial seconds of motion.

Original languageEnglish (US)
Title of host publicationStructural Dynamics and Vibrations
EditorsB.H. Basavaraj, Brian Williams, Ed Seiders, Ivor Ellul, Bill Flanders
PublisherPubl by ASME
Pages119-125
Number of pages7
ISBN (Print)079180948X
StatePublished - Dec 1 1993
EventProceedings of the 16th Annual Energy - Sources Technology Conference and Exhibition - Houston, TX, USA
Duration: Jan 31 1993Feb 4 1993

Publication series

NameAmerican Society of Mechanical Engineers, Petroleum Division (Publication) PD
Volume52

Other

OtherProceedings of the 16th Annual Energy - Sources Technology Conference and Exhibition
CityHouston, TX, USA
Period1/31/932/4/93

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ASJC Scopus subject areas

  • Geology
  • Geotechnical Engineering and Engineering Geology

Cite this

Fafitis, A., & Larson, D. (1993). Passive control using Coulomb damped masses. In B. H. Basavaraj, B. Williams, E. Seiders, I. Ellul, & B. Flanders (Eds.), Structural Dynamics and Vibrations (pp. 119-125). (American Society of Mechanical Engineers, Petroleum Division (Publication) PD; Vol. 52). Publ by ASME.