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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Détails bibliographiques
Auteur principal:	Haddadiasl, Ahmad
Format:	Thèse
Langue:	anglais
Publié:	2014
Sujets:	TA Engineering (General). Civil engineering (General)
Accès en ligne:	http://eprints.utm.my/42108/1/AhmadHaddadiasiMFKA2014.pdf

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