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
Link To Document :
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