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Experimental Analysis of the TMD Control of Building Vibrations against Earthquake Excitations

Müellif S. Pourzeynali · N. fallah
Materyal türü Basma eser
Dil Farsça
Tarih 2014
Yüzyıl 21. yüzyıl
Kurum Internet Archive
Kaynak Internet Archive
Not Basic dynamic characteristics of a 1:12 scaled experimental model of a 4 stories 3-D steel frame are obtained using different methods. The frequency sweep method is used to calculate the modal damping ratio and mode shapes of the frame. The optimal values of the TMD different parameters are evaluate
Kaynakta aç ↗

S. Pourzeynali · N. fallah, Experimental Analysis of the TMD Control of Building Vibrations against Earthquake Excitations, 2014, Internet Archive, https://archive.org/details/httpscivil-ferdowsi.um.ac.irarticle_27674.htmllangen.