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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| Format: | Thesis |
| Language: | English |
| Published: |
2014
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| Online Access: | http://eprints.utm.my/id/eprint/42108/1/AhmadHaddadiasiMFKA2014.pdf http://eprints.utm.my/id/eprint/42108/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:77733?queryType=vitalDismax&query=Effect+of+passive+tuned+mass+damper+and+viscous+damper+in+a+slender+two+dimensional+frame&public=true |
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