Please use this identifier to cite or link to this item:
Evaluating the seismic effectiveness of various kinds of tuned mass damper
|關鍵字:||tuned mass damper|
According to the seismic building code, the following two criteria have to be satisfied. First, the structure should remain linearly elastic when subjected to moderate ground shaking. Second, the structure should not exceed its allowable ductility when subjected to strong ground shaking. In this paper, response history analysis was done to verify whether TMD is helpful to make the structure satisfy those two criteria or not. The effectiveness of TMD was investigated from the viewpoint of elastic peak response, ductility demand and hysteretic energy respectively. The conclusion is that TMD is usually effective for suppressing elastic peak response and minimizing hysteretic energy but do not work well to decrease ductility demand.
|Appears in Collections:||土木工程學系所|
Show full item record
TAIR Related Article
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.