Analytical Investigation of Potential Seismic Damage to a Skewed Bridge
Publication: Practice Periodical on Structural Design and Construction
Volume 17, Issue 1
Abstract
Investigative reports on the 1994 Northridge earthquake in California indicated significant damage experienced by skewed highway bridges. Specifically, the damage sustained by the Pico-Lyons Bridge near Newhall, California, was noted to have been triggered by the skewed geometry of the bridge. In an effort to portray the behavior of this bridge analytically, a series of simulation studies was conducted using nonlinear finite-element analyses. The objective was to demonstrate that certain damage potentials in skewed bridges during earthquakes can be captured analytically. Dynamic time history and pushover analyses were used to capture the behavior of the superstructure of the skewed bridge using the Northridge ground motion record as the input seismic force. Results from the simulation studies showed that potential damage areas, comparable to those reported in the field investigation of the Pico-Lyons Bridge, can be portrayed through analytical modeling. The study also provided the percentage increase in critical stresses in the superstructure of skewed bridges as the angle of skew increases compared with a comparable nonskewed bridge. The study showed that cases in which the angle of skew is approximately 40°, the percentage increase in stress due to the skewness effect at the end girders can be as high as 50–60%.
Get full access to this article
View all available purchase options and get full access to this article.
References
AASHTO. (1961). Standard specifications for highway bridges, 8th Ed., Washington, DC.
AASHTO. (2007). Guide specifications for LRFD seismic bridge design, Washington, DC.
Abaqus Version 6.3 [Computer software]. (2002). Hibbitt, Karlsson, & Sorensen, Inc., Providence, RI.
Apirakvorapinit, P. (2005). “Analytical investigation of seismic damage to skewed bridges in California.” Ph.D. dissertation, Illinois Institute of Technology, Chicago.
Astaneh-Asl, A., Bolt, B., McMullin, K. M., Donikian, R. R., Modjtahedi, D., and Cho, S. W. (1994). Seismic performance of steel bridges during the 1994 Northridge earthquake, Univ. of California, Berkeley.
HyperMesh. (2000). Altair hypermesh tutorial version 4.0. Altair Engineering, Inc., Troy, MI.
Information & Authors
Information
Published In
Copyright
© 2012 American Society of Civil Engineers.
History
Received: Mar 11, 2010
Accepted: Jan 17, 2011
Published online: Jan 18, 2011
Published in print: Feb 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.