DocumentCode
3482880
Title
Study on Frame Structure Infill Walls TMD Damping System
Author
He, Bin ; He, Mingsheng ; Liu, Boquan ; Lu, Junlong
Author_Institution
Coll. of Civil Eng., Xi´´an Univ. of Archit. & Technol., Xi´´an, China
fYear
2010
fDate
7-9 Nov. 2010
Firstpage
1
Lastpage
4
Abstract
Put forward a new non-classical damping system--frame structure infill wall TMD damping system by changing the connection between frame and infill walls. Appling basic principles of structure random vibration and tuned mass dampers, establishes initial mathematical model of infill walls TMD damping system, and analyses the influencing factors. The results show that infill walls as TMD can reduce the vibration response of frame structure. The partial infill walls of the frame structure converted into tuned mass dampers can effectively control the vibration response of building structure.
Keywords
civil engineering computing; damping; vibration control; building structure; frame structure infill walls TMD damping system; structure random vibration; tuned mass dampers; Buildings; Civil engineering; Damping; Educational institutions; Helium; Shock absorbers; Vibrations;
fLanguage
English
Publisher
ieee
Conference_Titel
E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
Conference_Location
Henan
Print_ISBN
978-1-4244-7159-1
Type
conf
DOI
10.1109/ICEEE.2010.5661178
Filename
5661178
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