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...
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| 格式: | Thesis |
| 语言: | 英语 |
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2014
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| 在线阅读: | http://eprints.utm.my/42108/1/AhmadHaddadiasiMFKA2014.pdf |