TY - GEN
T1 - Developing a frictional vibration damper for low-rise steel buildings
AU - Tabuchi, J.
AU - Hodzumi, H.
AU - Saeki, M.
PY - 2006/12/1
Y1 - 2006/12/1
N2 - This paper describes the experimentally observed behavior of a new friction-based damping device which we have proposed. A harmonic excitation was applied to the device itself and to a small-scale 3-D structural model with the damping device attached. The test parameters were the model natural period, stiffness of the mounting bracket for the damping device, spring tension, and excitation frequency. The results of experiment and analysis revealed a relationship between these experimental variables and the damping effect in the range of natural periods corresponding to those observed in low-rise steel buildings.
AB - This paper describes the experimentally observed behavior of a new friction-based damping device which we have proposed. A harmonic excitation was applied to the device itself and to a small-scale 3-D structural model with the damping device attached. The test parameters were the model natural period, stiffness of the mounting bracket for the damping device, spring tension, and excitation frequency. The results of experiment and analysis revealed a relationship between these experimental variables and the damping effect in the range of natural periods corresponding to those observed in low-rise steel buildings.
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M3 - Conference contribution
AN - SCOPUS:56249122973
SN - 0415408245
SN - 9780415408240
T3 - Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006
SP - 771
EP - 776
BT - Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006
T2 - 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006
Y2 - 14 August 2006 through 17 August 2006
ER -