DocumentCode
3247191
Title
Seismic response analysis of single-column pier based on water level change
Author
Li Furong ; Chen Guoxing ; Wang Zhihua
Author_Institution
Coll. of Civil Eng., Yancheng Inst. of Technol., Yancheng, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2568
Lastpage
2571
Abstract
Based on water level change, computing on the ABAQUS finite element software, taking the single-column pier as the research project, considering the nonlinear of the soil and the concrete, establishing the earthquake response analysis model of water level single column pier piles soil, analyzing single-column piers. The results show that: there are some changes on relative displacement, acceleration, shear force, moment of the pier under condition of water level change, and its change rule is consistent basically except for the individual conditions. It is necessary not only to consider the influence of hydrodynamic pressure, but also to consider effect of water level change for guide bridge seismic design better.
Keywords
bridges (structures); design engineering; earthquake engineering; finite element analysis; hydrodynamics; structural engineering; ABAQUS finite element software; bridge seismic design; earthquake response analysis model; hydrodynamic pressure; seismic response analysis; single-column pier; water level change; Bridges; Earthquake engineering; Educational institutions; Hydrodynamics; Road transportation; Vibrations; ABAQUS; seismic response; single-column pier; water level change;
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.2011.5775761
Filename
5775761
Link To Document