DocumentCode
3235751
Title
Dynamic characteristics of a new annular tensile cable-truss structure
Author
Guangying, Ma ; Yunlong, Yao ; Jianping, He
Author_Institution
Shandong Univ. At Weihai, Weihai, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2120
Lastpage
2123
Abstract
The large-span annular tensile calbe-truss structural system is a new kind of economic and larger spanning spatial structure system. A new type of annular tensile cable-truss structures with rigid bars instead of stable cables is introduced. Ribbed cable-truss structure was taken as an example and its dynamic characteristics under full-span load and half-span load were analyzed by block Lanczos method. The effect of prestress level and load level on dynamic behavior of the structure was studied. The computation results were compared with single-layer reticulated shell. The results are valuable for the dynamic response research on the earthquakes and wind vibration and will provide a reference for a further design and project application of such structure.
Keywords
bars; earthquake engineering; shells (structures); structural engineering; supports; vibrations; block Lanczos method; earthquakes; full-span load; half-span load; large-span annular tensile cable-truss structure; ribbed cable-truss structure; rigid bars; single-layer reticulated shell; spatial structure system; wind vibration; Analytical models; Assembly; Bars; Conferences; Earthquakes; Economics; Vibrations; block lanczos; cable-truss structures; dynamic behavior;
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.2011.5775212
Filename
5775212
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