DocumentCode
179269
Title
Influence of X-Shaped Elastic-Plastic Steel Stop Block on Bridge Based on FEM
Author
Liu Xiaoxian ; Li Jianzhong
Author_Institution
Tongji Univ., Shanghai, China
fYear
2014
fDate
15-16 June 2014
Firstpage
562
Lastpage
565
Abstract
To ascertain the influence of the X-shaped elastic-plastic steel stop block on the lateral seismic response of the bridge, the research has been done to analyze the effect of the yield strength of the steel stop block and the height of the pier based on a simple supported beam bridge by the method of FEM. The result shows that in comparison with cases without steel stop block, the X-shaped elastic-plastic steel stop block is effective in reducing the relative displacement between the pier and the beam. The seismic response of the pier after setting the steel stop block is much influenced by the yield strength of the steel stop block and the height of the pier.
Keywords
beams (structures); bridges (structures); earthquake engineering; elastoplasticity; finite element analysis; structural engineering; yield strength; FEM; X-shaped elastic-plastic steel stop block; bridge lateral seismic response; pier; simple supported beam bridge; yield strength; Bridges; Earthquakes; Finite element analysis; Force; Rubber; Steel; Structural beams; X-shaped elastic-plastic steel stop block; bridge; seismic response;
fLanguage
English
Publisher
ieee
Conference_Titel
Intelligent Systems Design and Engineering Applications (ISDEA), 2014 Fifth International Conference on
Conference_Location
Hunan
Print_ISBN
978-1-4799-4262-6
Type
conf
DOI
10.1109/ISDEA.2014.131
Filename
6977662
Link To Document