ANALYSIS OF A COLUMN-DISK VIBRATION DAMPER BY SUBSTRUCTURE METHOD WITH RANDOM EXCITATIONS[J]. MECHANICS IN ENGINEERING, 2003, 25(2). DOI: 10.6052/1000-0992-2001-389
Citation:
ANALYSIS OF A COLUMN-DISK VIBRATION DAMPER BY SUBSTRUCTURE METHOD WITH RANDOM EXCITATIONS[J]. MECHANICS IN ENGINEERING, 2003, 25(2). DOI: 10.6052/1000-0992-2001-389
ANALYSIS OF A COLUMN-DISK VIBRATION DAMPER BY SUBSTRUCTURE METHOD WITH RANDOM EXCITATIONS[J]. MECHANICS IN ENGINEERING, 2003, 25(2). DOI: 10.6052/1000-0992-2001-389
Citation:
ANALYSIS OF A COLUMN-DISK VIBRATION DAMPER BY SUBSTRUCTURE METHOD WITH RANDOM EXCITATIONS[J]. MECHANICS IN ENGINEERING, 2003, 25(2). DOI: 10.6052/1000-0992-2001-389
ANALYSIS OF A COLUMN-DISK VIBRATION DAMPER BY SUBSTRUCTURE METHOD WITH RANDOM EXCITATIONS
The substructure method is used to analyze acolumn-disk vibrationdamper in this paper. The results show that the column-disk vibration damper has an obvious effect for different earthquake-waves and is better than one based on the spring-mass model.
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