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