Journal
ADVANCES IN STRUCTURAL ENGINEERING
Volume 16, Issue 8, Pages 1355-1364Publisher
SAGE PUBLICATIONS INC
DOI: 10.1260/1369-4332.16.8.1355
Keywords
high-speed railway; soil-structure interaction; vehicle-track-bridge system; coupled vibration; dynamic response; pile-group foundation
Funding
- Natural Science Foundation of China [51008250]
- Program for New Century Excellent Talents in University [NCET-10-0701]
- Hi-Tech Research and Development Program of China(863 Program) [2011AA11A103]
- National Basic Research Program of China(973 Program) [2013CB036301]
- National Science and Technology Support Program [2012BAG05B02]
- Science Fund for Distinguished Young Scholars of SiChuan Province [2010JQ0018]
- Applicable Basic Research Program of Sichuan Province [2010JY0026]
- Program for Yanghua Star of SWJTU
Ask authors/readers for more resources
A numerical solution for the dynamic response of train-track-bridge coupled system taking into account the influence of soil-structure interaction is studied and verified by field experiments. A three-dimensional vehicle-track-bridge coupling dynamics model is developed, in which the vehicle subsystem, the track subsystem and the bridge subsystem are coupled through wheel-rail interaction and track-bridge interaction, respectively. The soil-structure interaction between the bridge foundation and the soil is simulated by spring stiffness exerted on group-pile foundation. In a case study, the dynamic responses of a high-speed train and a continuous beam bridge are calculated by three models, that is fixed-base model, equivalent-stiffness model and the proposed whole-pile model. The comparison of simulated and experimental results show that soil-structure interaction has significant influence on the lateral dynamic response of the bridge; The whole-pile model is proposed to study the coupled vibration of bridge and vehicle, which gives more reasonable simulation result than the other two models.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available