Chapter
Apr 26, 2012
Effect of Abutment Shear Keys on the Seismic Response of Bridges
Publication: Structures Congress 2011
Abstract
Seismic analysis results of typical post-tensioned concrete bridges are presented considering the nonlinear behavior of transverse abutment shear. Current Caltrans and AASHTO bridge design criteria present overly general assumptions for the boundary conditions provided by abutment shear keys. This work uses a suite of ground acceleration time histories to compare the code specified assumptions to a more rigorous abutment shear key model that includes the lateral gap between the superstructure and the keys as well as the non-linear material response of the key itself. With the exception of the abutment shear key elements, the bridges are modeled using linear-elastic frame elements, as is typical in practice. Results of a sensitivity analysis are presented for typical parameters, including: record variability, bridge skew, bridge length, and bent heights. The analysis results precede a discussion which demonstrates the necessity for experimental work on this topic to verify the adequacy of the existing design code.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Analysis (by type)
- Bridge abutments
- Bridge components
- Bridge design
- Bridge engineering
- Bridges
- Bridges (by material)
- Concrete bridges
- Design (by type)
- Earthquake engineering
- Engineering fundamentals
- Geotechnical engineering
- Nonlinear response
- Seismic effects
- Seismic tests
- Sensitivity analysis
- Stress (by type)
- Structural analysis
- Structural behavior
- Structural engineering
- Tests (by type)
- Transverse shear
Authors
Affiliations
Department of Civil Engineering, California State University, Sacramento, 6000 J Street, Sacramento, CA 95819-6029, USA.E-mail: [email protected]
Department of Civil Engineering, California State University, Sacramento, 6000 J Street, Sacramento, CA 95819-6029, USA.E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.