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...
| मुख्य लेखक: | Haddadiasl, Ahmad |
|---|---|
| स्वरूप: | थीसिस |
| भाषा: | अंग्रेज़ी |
| प्रकाशित: |
2014
|
| विषय: | |
| ऑनलाइन पहुंच: | http://eprints.utm.my/42108/1/AhmadHaddadiasiMFKA2014.pdf |
समान संसाधन
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समान संसाधन
-
Experimental investigation of passive tuned mass damper and fluid viscous damper on a slender two dimensional steel frame
द्वारा: Gordan, Meisam
प्रकाशित: (2014) -
Seismic performance on tuned liquid damper in novel wall interlocking block
द्वारा: Ong, Peng Pheng
प्रकाशित: (2016) -
A new viscoelastic damper for seismic protection of steel building frame
द्वारा: Mansour, Farnoud Rahimi
प्रकाशित: (2017) -
Efficiency of tuned liquid dampers in mitigating vibration of a plan-irregular structure
द्वारा: Teh, Kun Jie
प्रकाशित: (2019) -
Dynamic response prediction of steel frame structure considering semi-rigid connection by applying damper
द्वारा: Rajabi, Masoud Dehkhoda
प्रकाशित: (2013)