Abstract
A new, passive, dissipation device which utilizes Coulomb friction to reduce horizontal structural motions is adapted to an actual vertical vibration problem. An analysis by numerical methods indicates that readily attainable brake forces coupled with a small auxiliary mass significantly reduces floor vibrations.
Original language | English (US) |
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Title of host publication | Proc Struct Congr 94 |
Place of Publication | New York, NY, United States |
Publisher | Publ by ASCE |
Pages | 399-404 |
Number of pages | 6 |
ISBN (Print) | 087262952X |
State | Published - 1994 |
Event | Proceedings of the Structures Congress '94 - Atlanta, GA, USA Duration: Apr 24 1994 → Apr 28 1994 |
Other
Other | Proceedings of the Structures Congress '94 |
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City | Atlanta, GA, USA |
Period | 4/24/94 → 4/28/94 |
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ASJC Scopus subject areas
- Engineering(all)
Cite this
Application of a coulomb damped mass device. / Fafitis, Apostolos; Larson, Debra S.
Proc Struct Congr 94. New York, NY, United States : Publ by ASCE, 1994. p. 399-404.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Application of a coulomb damped mass device
AU - Fafitis, Apostolos
AU - Larson, Debra S.
PY - 1994
Y1 - 1994
N2 - A new, passive, dissipation device which utilizes Coulomb friction to reduce horizontal structural motions is adapted to an actual vertical vibration problem. An analysis by numerical methods indicates that readily attainable brake forces coupled with a small auxiliary mass significantly reduces floor vibrations.
AB - A new, passive, dissipation device which utilizes Coulomb friction to reduce horizontal structural motions is adapted to an actual vertical vibration problem. An analysis by numerical methods indicates that readily attainable brake forces coupled with a small auxiliary mass significantly reduces floor vibrations.
UR - http://www.scopus.com/inward/record.url?scp=0028062406&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0028062406&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0028062406
SN - 087262952X
SP - 399
EP - 404
BT - Proc Struct Congr 94
PB - Publ by ASCE
CY - New York, NY, United States
ER -