Full-scale model test for behaviour of saddle of a extradosed bridge
| Author(s): |
Chao Liu
Dong Xu Yuan Sun |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
| Published in: | IABSE-IASS 2011 London Symposium Report |
| Year: | 2011 |
| Abstract: |
Dong XUProfessor Tongji University Shanghai, China xu_dong@.tongji.edu.cn Dong XU, born 1966, received his doctor’s degree from Tongji University. Yuan SUNPh.D. Candidate Tongji University Shanghai, China sunxiao_1981@126.com Najin Bridge, located in Lasa of China, is an extradosed bridge with three towers and with (70+117+117+70）m spans. Turning radius of all saddles in the main tower of this bridge is 2.5 m. Now minimum radius of the saddle at extradosed bridges in China is 2.8m. For the security and reliability of the bridge, we researched and analyzed stresses of saddle segment by the ANSYS software accurately, and carried on the full-scale model test. Some suggestions are proposed for this bridge. |
| Keywords: |
extradosed bridge anchor saddle full-scale model test antiskid test
|
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10065574 - Published on:
03/10/2011 - Last updated on:
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