Collision Response of Bridge Girder with Shearkeys Subjected to Seismic Loads

Bo Wang; Yu Xiang Liu

doi:10.4028/www.scientific.net/AMM.90-93.1539

Paper Titles

Analysis on Energy-Consumption and Earthquake-Mitigation for a High-Rise Building Set Metal Yield Dampers
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Damping Value for Seismic Response Analysis of Long-Span Bridges
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The Time History Analysis of the Frame Structure Component Considering Torsion Component of Earthquake
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The Comparative Numerical Experiments of Frequency Features for Earthquake Responds in Liquefiable Field and Elastic Field
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Collision Response of Bridge Girder with Shearkeys Subjected to Seismic Loads
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Verification of Current CPT-Based Liquefaction Evaluation Method by Bachu Earthquake Data
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Statistical Analyses of Response Spectra on Medium-Stiff Soil Site
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The Study of the Influence of the Incident Angle, Frequency and Diameter on Blasting Vibration Velocity of the Underground Chamber
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Base Isolation Systems Employing Variable Friction Dampers Based on a STFT Controller
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Collision Response of Bridge Girder with Shearkeys...

Collision Response of Bridge Girder with Shearkeys Subjected to Seismic Loads

Abstract:

In return for the collision response of bridge girder with shearkey subjected to seismic loads, a simplified dynamic model has been built by using the finite element analysis program Ansys/Ls-dyna. Based on the analysis of calculation results, the motion feature of this model is unfolded. Also, the stress response and characteristic at the bottom of shearkeys are analyzed, which are the most important parameters reflecting the cracking of shearkeys. Furthermore, the deformation of rubber bearing is elaborated to illustrate the collision of bridge girder with shearkeys. Finally, other key properties about the bridge girder of this collision system are addressed.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1539-1542

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1539

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Online since:

September 2011

Authors:

Bo Wang, Yu Xiang Liu

Keywords:

ANSYS/LS-DNYA, Collision Response, Seismic Load, Shearkey

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