Effect of passive tuned mass damper and viscous damper in a slender two dimensional frame
Vibration induced dynamic loads such as earthquake load and wind excitation is one of the most critical issues of a slender structures. Hence structural damage due to motion induced dynamic loads in high-rise structures and other slander structures is a serious concern. One of the best solutions to...
| Main Author: | |
|---|---|
| Format: | Thesis |
| Published: |
2014.
|
| Subjects: | |
| Online Access: | Get fulltext |