Technical Notes
Jun 13, 2013

Seismic Performance of a Four-Decade-Old Overpass in Southeast Idaho

Publication: Journal of Performance of Constructed Facilities
Volume 28, Issue 4

Abstract

Following major earthquakes in the 1970s, 1980s, and 1990s, changes were made to the structural seismic design codes. Structures constructed prior to these revisions need to be evaluated for seismic vulnerability. The US-89 Overpass in Montpelier, Idaho, built in 1971, is the subject of this study. The current seismic design guides were used in conjunction with Open System for Earthquake Engineering Simulation (OpenSees), an advanced finite element computer modeling program, to perform nonlinear analyses of the bridge structure under four displacement time histories. The results show failure of the elements that restrain the lateral movement of the bridge deck. However, the lateral relative displacement between the superstructure and the top of the piers reach a maximum of 11.2 cm (4.4 in.), which is not enough to remove the superstructure from the 1.8 m (6 ft) wide seat. The work presented herein enhances seismic analysis capabilities for existing Idaho bridges and provides valuable information regarding this particular overpass.

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Acknowledgments

We would like to acknowledge the Federal Highway Administration (FHWA) for funding the research assistantship by which this work was completed. Other individuals and institutions were involved in portions of this research. ITD provided information on the US-89 Overpass. Several professionals at INL shared their knowledge and expertise on the seismic activity of Southeast Idaho. The faculty and student interns of the Civil and Environmental Engineering Department at Idaho State University participated on different stages throughout this research for which we are very thankful.

References

AASHTO. (2009). “Guide specifications for LRFD seismic bridge design.” Washington, DC.
ASCE. (2006). “Minimum design loads for buildings and other structures.”, Reston, VA.
Caltrans. (1995). “Bridge design practice, section 8, seismic analysis of bridge structures.” Sacramento, CA.
Fenves, G. L., McKenna, F., Scott, M. H., and Takahashi, Y. (2004). “An object-oriented software environment for collaborative network simulation.” Proc., 13th World Conf. on Earthquake Engineering, Mira Digital Publishing, St Louis, MO.
Miller, A. L. (2012). “Seismic analysis of US-89 overpass at union pacific railroad in Montpelier, Idaho.” M.S. thesis, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID.
Open System for Earthquake Engineering Simulation (OpenSees) [Computer software]. Univ. of California, Berkeley, CA.
Pacific Earthquake Engineering Research Center (PEER). (2011). “PEER ground motion database.” 〈http://peer.berkeley.edu/peer_ground_motion_database〉 (Jun. 4, 2011).
Spears, R. E. (2008). “Unique method for generating design earthquake time histories.” American Society of Mechanical Engineers (ASME) Pressure Vessels and Piping Division Conf., ASME Pressure Vessels and Piping Div., New York.
USGS. (2009). “Historic earthquakes: Borah Peak, Idaho.” 〈http://earthquake.usgs.gov/earthquakes/states/events/1983_10_28.php〉 (Mar. 15, 2012).

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 28Issue 4August 2014

History

Received: Jan 21, 2013
Accepted: Jun 11, 2013
Published online: Jun 13, 2013
Published in print: Aug 1, 2014
Discussion open until: Oct 27, 2014

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Authors

Affiliations

Andrea Miller [email protected]
Engineering in Training, Idaho Transportation Dept., District 5, 5151 South 5th, P.O. Box 4700, Pocatello, ID 83205. E-mail: [email protected]
Arya Ebrahimpour, M.ASCE [email protected]
P.E.
Professor and Chair, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209 (corresponding author). E-mail: [email protected]
Nawamee Shrestha [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Idaho State Univ., Pocatello, ID 83209. E-mail: [email protected]

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