DocumentCode :
2466407
Title :
The Research of Weak Interference Principle of Main Cable Displacement for Self-Anchored Suspension Bridge in Stretching Process
Author :
Li, ZiQi ; Fan, YanYan
Author_Institution :
Sch. of Civil Eng., Lanzhou Jiaotong Univ., Lanzhou, China
fYear :
2010
fDate :
17-19 Dec. 2010
Firstpage :
1091
Lastpage :
1094
Abstract :
The main cable displacement shows the weak interference principle during the stretching construction of self-anchored suspension bridge. When parts of the bridge deck takes off empty, the weak interference of main cable displacement can not use directly. But this principle is still valid after necessarily modifying the main cable displacement. The modified method is that the upward cavity displacement of bridge deck is subtracted by the main cable vertical displacement of suspension centre, so it can be obtained the main cable downward displacement on suspension center.
Keywords :
bridges (structures); cables (mechanical); structural engineering; suspensions (mechanical components); bridge deck; cable displacement; cavity displacement; self-anchored suspension bridge; stretching construction process; weak interference principle; Bridges; Clamps; Finite element methods; Interference; Structural beams; Structural panels; Suspensions; Main Cable Configuration; Modify; Near Influence Principle; Self-Anchored Suspension Bridge; Weak Interference Principle;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Computational and Information Sciences (ICCIS), 2010 International Conference on
Conference_Location :
Chengdu
Print_ISBN :
978-1-4244-8814-8
Electronic_ISBN :
978-0-7695-4270-6
Type :
conf
DOI :
10.1109/ICCIS.2010.270
Filename :
5709451
Link To Document :
بازگشت