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...
| المؤلف الرئيسي: | |
|---|---|
| التنسيق: | أطروحة |
| اللغة: | الإنجليزية |
| منشور في: |
2014
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| الموضوعات: | |
| الوصول للمادة أونلاين: | http://eprints.utm.my/42108/1/AhmadHaddadiasiMFKA2014.pdf |