DocumentCode :
737021
Title :
The Calculations and Modeling of Skew Bridge Response at High Intensity Seismic Action
Author :
Zhiqiang, Chen ; Jing, Zhao ; Rui, Li ; Hexun, Huang
fYear :
2015
fDate :
13-14 June 2015
Firstpage :
1138
Lastpage :
1144
Abstract :
In order to improve the anti-seismic performance of skew bridge at high intensity seismic action, the paper establish the calculation and analysis model of skew bridge response based on finite element. The engineering example results show that the global stability of the structure decreases with the increase of skew angle in skew girder bridge, and the torque of bridge pier is increasing with the increase of skew angle.
Keywords :
Analytical models; Bridges; Earthquakes; Finite element analysis; Force; Structural beams; Torque; girder bridge; high intensity; seismic response; skew;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Measuring Technology and Mechatronics Automation (ICMTMA), 2015 Seventh International Conference on
Conference_Location :
Nanchang, China
Print_ISBN :
978-1-4673-7142-1
Type :
conf
DOI :
10.1109/ICMTMA.2015.277
Filename :
7263773
Link To Document :
بازگشت