Chapter
Apr 26, 2012
Dynamic Performance of Box Girder and CFST Arch Combination Bridge Considering Pile-Soil Interaction
Publication: International Conference on Transportation Engineering 2009
Abstract
Based on an actual project of a box girder and concrete-filled steel tubular (CFST) arch combination bridge, two spatial FEM models with rigid foundation and pile foundation were built respectively. The pile-soil effect was studied and the mass-spring system was used to calculate the lateral soil resistance around pile. The variations of the structure's inherent vibration performance and seismic response between these two models were studied. The results reveal that the vibration modes are altered, the inherent vibration periods are extended, the corresponding displacements and internal forces under time history excitation vary as well. Therefore it is necessary to take into account the influence of pile-soil interaction.
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Information & Authors
Information
Published In
International Conference on Transportation Engineering 2009
Pages: 1371 - 1377
Copyright
© 2009 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Arch bridges
- Box girders
- Bridge engineering
- Bridge foundations
- Bridges
- Bridges (by material)
- Bridges (by type)
- Caissons
- Composite materials
- Engineering materials (by type)
- Foundations
- Geomechanics
- Geotechnical engineering
- Girder bridges
- Girders
- Materials engineering
- Soil dynamics
- Soil mechanics
- Soil-pile interaction
- Steel bridges
- Structural engineering
- Structural members
- Structural systems
- Tubes (structure)
- Wood bridges
Authors
Affiliations
College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China. E-mail: [email protected]
College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China. E-mail: [email protected]
Xiangjun Li
Sichuan Province Gongxian County Traffic Bureau, Gongxian 644501, China
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