DocumentCode
3253317
Title
Seismic response analysis on isolated connected structure of science museum in Kelamayi
Author
Nan, Zhao ; Kai, Ma ; Shaoxue, Tang ; Ting, Li ; Binlei, Chen ; Yifan, Sheng
Author_Institution
1S1 Studio, Beijing Inst. of Archit. Design, Beijing, China
fYear
2011
fDate
22-24 April 2011
Firstpage
662
Lastpage
667
Abstract
Seismic response analysis was carried out on connector joining two huge inclined towers of science museum in Kelamayi using time-history method. Dynamic properties and structural deformation of the connector in different ways of connection was discussed, and story acceleration reaction under rare earthquake was also analyzed. The results show that laminated rubber bearings with suitable stiffness can decrease the dynamic response effectively, and acceleration reaction is also reduced greatly.
Keywords
deformation; earthquake engineering; elasticity; laminates; machine bearings; museums; poles and towers; rubber; structural engineering; Kelamayi; acceleration reaction; dynamic response; inclined towers; isolated connected structure; laminated rubber bearings; rare earthquake; science museum; seismic response analysis; structural deformation; time-history method; Acceleration; Buildings; Connectors; Earthquakes; Force; Poles and towers; Vibrations; connected structure; isolation structure; seismic response; time-history;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5776055
Filename
5776055
Link To Document