Chapter
Dec 27, 2013
Research on Hydrodynamic Pressure of Deep Water Bridge Structure
Publication: International Efforts in Lifeline Earthquake Engineering
Abstract
Bridge system is an important part of the lifeline systems. In order to study the effects of fluid-structure interaction on the dynamic response behavior of deep water bridge structure, an investigation on hydrodynamic pressure is developed in two ways, including theoretical analysis and experimental study. For the purpose of establishing the seismic response-based criterion under earthquake of submerged bridge structure, a set of equations are derived by utilizing Morison theory. Then, a model test of submerged bridge pier system, including pile groups-cap-pier and inertia mass, has been performed to investigate the effect of hydrodynamic pressure on seismic response. Based on the results, the effect of hydrodynamic pressure was analyzed experimentally theoretically. Study results indicate that the surrounding water can change the characteristics of structure, so the effect of hydrodynamic pressure should be paid much attention.
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© 2014 American Society of Civil Engineers.
History
Published online: Dec 27, 2013
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ASCE Technical Topics:
- Bridge engineering
- Bridge tests
- Bridges
- Continuum mechanics
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Field tests
- Fluid dynamics
- Fluid mechanics
- Foundations
- Geotechnical engineering
- Hydraulic engineering
- Hydraulic properties
- Hydrodynamics
- Hydrologic engineering
- Pile foundations
- Pile tests
- Pressure (type)
- Seismic tests
- Solid mechanics
- Structural behavior
- Structural engineering
- Submerging
- Tests (by type)
- Water and water resources
- Water pressure
Authors
Affiliations
State Key Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Dalian 116024, China. E-mail: [email protected]
State Key Laboratory of Coastal and Offshore Engineering, Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, Dalian 116024, China. E-mail: [email protected]
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