TECHNICAL PAPERS
Apr 1, 2008

Seismic Analysis of Meloland Road Overcrossing Using Multiplatform Simulation Software Including SSI

Publication: Journal of Structural Engineering
Volume 134, Issue 4

Abstract

A multiplatform simulation of a highway overcrossing bridge is introduced where the embankments, abutments, and pile groups are modeled in a powerful finite-element (FE) package with nonlinear soil material model while the bridge is modeled in another FE package that excels in fiber-based frame analysis. The Meloland Road Overcrossing Bridge, which is heavily instrumented, is selected as a reference analysis model due to the existence of measured data. The components as well as the integrated system are verified through comparison with previous studies and measured data. The stiffness of abutments and pile foundations are evaluated by three-dimensional finite-element analysis and compared with those from previous investigations. The analytical models of abutments and foundations are combined with the structural model using the multiplatform analysis framework, UI-SimCor. The dynamic properties of the model for multiplatform analysis are compared with those evaluated from system identification techniques using recorded ground motion. Finally, response history analyses are conducted with recorded free-field ground motion. The analysis results are in very good agreement with measured response showing the promising potential of multiplatform dynamic simulation.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This study is funded by the EE-3 Project “Advanced Simulation Tools” at the Mid-America Earthquake (MAE) Center. The MAE Center is an Engineering Research Center funded by the National Science Foundation under cooperative agreement reference Grant No. UNSPECIFIEDEEC 97-01785. Development of early versions of the multiplatform simulation software was funded by the NEESgrid project, under the direction of B. F. Spencer. The writers are most grateful to the following individuals for their indicated contributions: Professor Ahmed Elgamal and Dr. Zhaohui Yang (OpenSees soil modeling), Professor Jame H. Long (Pile and foundation modeling), and Narutoshi Nakata and Juan Carrion (system identification).

References

Anderson, D. G. (2003). “Laboratory testing of nonlinear soil properties: I & II.” Rep. Prepared by CH2M HILL, Bellevue, Washington for the Lifeline Research Program, Pacific Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
Bowles, J. E. (1982). Foundation analysis and design, McGraw-Hill, New York.
Crouse, C. B. (1992). “Estimation of foundation stiffnesses of Meloland Road Overcrossing Bridge from forced vibration test data.” Dames & Moore Job No. 17889-183-166.
Dendrou, B., Werner, S. D., and Toridis, T. (1985). “Three-dimensional response of a concrete bridge system to traveling seismic waves.” Comput. Struct., 20, 593–603.
DIANA. (2000). User’s manual-nonlinear analysis, TNO Building and Construction Research, Delft, The Netherlands.
Douglas, B. M., Maragakis, E., and Vrontinos, S. (1991). “Parameter identification studies of the Meloland Road Overcrossing.” Proc., Pacific Conf. on Earthquake Engineering, Auckland, New Zealand, 105–116.
Douglas, B. M., and Reid, W. H. (1982). “Dynamic tests and system identification of bridges.” J. Struct. Div., 108(10), 2295–2312.
Elnashai, A. S., Papanikolaou, V., and Lee, D. (2002). “Zeus NL—A system for inelastic analysis of structures.” Mid-America Earthquake Center, University of Illinois at Urbana-Champaign, Program Release Sept. 2002.
Filippou, F. C., and Constantinides, M. (2004). “FEDEASLab getting started guide and simulation examples.” Technical Rep. No. NEESgrid-2004-22, ⟨www.nees-grid.org⟩.
Hibbit, Karlsson, and Sorensen. (2001). ABAQUS theory manual, version 6.2
Inel, M., and Aschheim, M. A. (2004). “Seismic design of columns of short bridges accounting for embankment flexibility.” J. Struct. Eng., 130(10), 1515–1528.
Kwon, O. S., Nakata, N., Elnashai, A. S., and Spencer, B. (2005). “A framework for multisite distributed simulation and application to complex structural systems.” J. Earthquake Eng., 9(5), 741–753.
Maragakis, E. A., Douglas, B. M., and Abdel-Ghaffar, S. M. (1994). “An equivalent linear finite element approach for the estimation of pile foundation stiffnesses.” Earthquake Eng. Struct. Dyn., 23(10), 1115–1124.
McCallen, D. B., and Romstad, K. M. (1994). “Dynamic analyses of a skewed short-span, box-girder overpass.” Earthquake Spectra, 10(4), 729–756.
McKenna, F., and Fenves, G. L. (2001). The OpenSees command language manual, version 1.2, Pacific Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
Norris, G. M., and Sack, R. L. (1986). “A seismic analysis: Meloland Overcrossing during the 1979 earthquake.” Soil properties evaluation from centrifuge models and field performance 1986, Nashville, Tenn., 88–107.
Pearlman, L., D’Arcy, M., Johnson, E., Kesselman, C., and Plaszczak, P. (2004). “NEESgrid teleoperation control protocol (NTCP).” Technical Rep. No. NEESgrid-2004-23, ⟨http://it.nees.org/⟩.
Price, T. E. (1997). Influence of embankment/superstructure interaction on the seismic response of bridges, Ph.D. thesis, Univ. of Washington, Seattle.
Seed, H. B., and Idriss, I. M. (1970). “Soil moduli and damping factors for dynamic response analyses.” Rep. No. UCB/ERRC-70/10, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
Sweet, J., and Morill, K. B. (1993). “Nonilinear soil-structure interaction simulation of the Painter Street Overcrossing.” Proc., 2nd Annual Caltrans Seismic Research Workshop, Sacramento, Calif.
Vecchio, F. J., and Wong, P. (2003). VecTor2 and formworks manual, ⟨http://www.civ.utoronto.ca/vector/⟩.
Vrontinos, S., Douglas, B. M., and Maragakis, E. A. (1993). “System identification of the Meloland Overcrossing using static and dynamic field data.” Structural engineering in natural hazards mitigation 1993, Irvine, Calif.
Vucetic, M., and Dobry, R. (1991). “Effect of soil plasticity on cyclic response.” J. Geotech. Engrg. Div., 117(1), 89–107
Werner, S. D., Beck, J. L., Katafygiotis, L., and Nisar, A. (1993). “Seismic analysis of Meloland Road Overcrossing using calibrated structural and foundation models.” Structural engineering in natural hazards mitigation 1993, Irvine, Calif.
Werner, S. D., Beck, J. L., and Levine, M. B. (1987). “Seismic response evaluation of Meloland Road Overpass using 1979 Imperial Valley earthquake records.” Earthquake Eng. Struct. Dyn., 15(2), 249–274.
Wilson, J. C., and Tan, B. S. (1990). “Bridge abutments: Formulation of simple model for earthquake response analysis.” J. Eng. Mech., 116(8), 1828–1837.
Yang, Z., Lu, J., and Elgamal, A. (2005). OpenSees geotechnical simulation capabilities and user manual, University of California San Diego, San Diego, ⟨http://cyclic.ucsd.edu/opensees/⟩.
Zhang, J., and Makris, N. (2001). “Seismic response analysis of highway overcrossings including soil-structure interaction.” PEER Rep. No. 2001/02.
Zhang, J., and Makris, N. (2002). “Seismic response analysis of highway overcrossings including soil structure interaction.” Earthquake Eng. Struct. Dyn., 31, 1967–1991.
Zhang, Y., Acero, G., Conte, J., Yang, Z., and Elgamal, A. (2004). “Seismic reliability assessment of a bridge ground system.” Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B.C., Canada.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 134Issue 4April 2008
Pages: 651 - 660

History

Received: Oct 16, 2006
Accepted: Sep 24, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Panos Tsopelas

Authors

Affiliations

Oh-Sung Kwon [email protected]
Graduate Research Assistant, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: [email protected]
Amr S. Elnashai, F.ASCE [email protected]
Bill and Elaine Hall Endowed Professor of Civil Engineering, Director of the Mid-America Earthquake Center, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801. E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share