Chapter
Oct 21, 2021
Regional Conference on Permafrost 2021 and the 19th International Conference on Cold Regions Engineering

Performance of Bridges in Cold Regions with Sliding Seismic Isolation Bearings

Publication: Permafrost 2021: Merging Permafrost Science and Cold Regions Engineering

ABSTRACT

Effects of extreme temperature on highway bridges in cold regions seismically isolated with sliding type bearings are investigated. The critical factor in consideration is the change in the performance of isolation bearings with significant variation in temperature between seasons. The sliding bearing behavior is characterized by the friction coefficient of the sliding surfaces. The friction coefficient during a seismic motion varies with the sliding velocity and temperature at the sliding surface. Tests associated with past applications have indicated a marked increase in the value of friction coefficient resulting in higher stiffness of bearings at very cold temperatures. The effects of change in bearing stiffness on the seismic performance of the bridge in general and the substructure in particular are demonstrated here. This study aims to capture the change in bearing response and subsequently the overall structural response considering a temperature variation between −40°C and +40°C. Response parameters considered for this study are the base shear in the piers, the acceleration of the bridge deck, maximum and residual displacement of the isolation bearings, as well as the energy dissipation capacity. The response parameters are compared for individual ground motions as well as the mean and coefficient of variation (COV). It is observed that the higher bearing stiffness at extreme cold temperature leads to additional forces on the substructure which reduces the margin of safety and hence should be considered carefully in design.

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ACKNOWLEDGMENT

The Natural Sciences and Engineering Research Council (NSERC) of Canada through the Discovery Grant supported this study. The financial support is greatly appreciated.

REFERENCES

Alam, M. S., Bhuiyan, M. R., and Billah, A. M. (2012). "Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones". Bulletin of Earthquake Engineering, 10(6), 1885-909.
Billah, A. M., and Todorov, B. (2019). "Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge". Soil Dynamics and Earthquake Engineering, 126, 105814.
Browne, R., and Bamforth, P. (1981). "The use of concrete for cryogenic storage: A summary of research, past, and present". New Castle: First International Conference on Cryogenic Concrete: 135-66
Caltrans, C. (2013). "Seismic Design Criteria (SDC), v 1.7". California Department of Transportation, Sacramento, CA.
Constantinou, M. C., Tsopelas, P., Kasalanati, A., and Wolff, E. D. (1999). "Property modification factors for seismic isolation bearings" Prefix Property modification factors for seismic isolation bearings. Multidisciplinary Center for Earthquake Engineering Research Buffalo, NY.
Constantinou, M. C., Whittaker, A., Kalpakidis, Y., Fenz, D., and Warn, G. P. 2007. Performance of seismic isolation hardware under service and seismic loading. Technical Rep. No. MCEER-07.
Canadian Standard Association-CSA. (2019). "CAN/CSA-S6-19: Canadian Highway Bridge Design Code". Toronto, ON.
Dolce, M., Cardone, D., and Croatto, F. (2005). "Frictional behavior of steel-PTFE interfaces for seismic isolation". Bulletin of Earthquake Engineering, 3(1), 75-99.
Eröz, M., and DesRoches, R. (2013). "A comparative assessment of sliding and elastomeric seismic isolation in a typical multi-span bridge". Journal of Earthquake Engineering, 17(5), 637-57.
Hassan, A. L., and Billah, A. M. (2020). "Influence of ground motion duration and isolation bearings on the seismic response of base-isolated bridges". Engineering Structures, 222, 111129.
Mander, J. B., Priestley, M. J., and Park, R. (1988). "Theoretical stress-strain model for confined concrete". Journal of structural engineering, 114(8), 1804-26.
Mendez-Galindo, C., Moor, G., and Samy, R. 2017. Lead Rubber Bearings for Seismic Isolation of Structures in Cold Climates–New Developments. 39th IABSE Symposium - Engineering the Future, International Association for Bridge and Structural Engineering, September 21-23 2017, Vancouver, Canada.
Menegotto, M. (1973). "Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending". Proc. of IABSE Symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads: 15-22
Montejo, L. A., Sloan, J. E., Kowalsky, M. J., and Hassan, T. (2008). "Cyclic response of reinforced concrete members at low temperatures". Journal of Cold Regions Engineering, 22(3), 79-102.
Muthukumar, S., and DesRoches, R. (2006). "A Hertz contact model with non-linear damping for pounding simulation". Earthquake engineering & structural dynamics, 35(7), 811-28.
Naumoski, N., Heidebrecht, A. C., and Tso, W. K. 1988. Selection of representative strong motion earthquake records having different A/V ratios. EERG Report, Department of Civil Engineering, McMaster University Hamilton, ON, Canada, 88-01.
Novak, M. (1974). "Dynamic stiffness and damping of piles". Canadian Geotechnical Journal, 11(4), 574-98.
Robinson, W. H. (1982). "Lead-rubber hysteretic bearings suitable for protecting structures during earthquakes". Earthquake engineering & structural dynamics, 10(4), 593-604.
Seismosoft. (2020). "SeismoStruct- a computer program for static and dynamic nonlinear analysis of framed structures ", available from: http://www.seismosoft.com.
Sritharan, S., Suleiman, M. T., and White, D. J. (2007). "Effects of seasonal freezing on bridge column–foundation–soil interaction and their implications". Earthquake spectra, 23(1), 199-222.
Toopchi-Nezhad, H., Ghotb, M., Al-Anany, Y., and Tait, M. (2019). "Partially bonded fiber reinforced elastomeric bearings: feasibility, effectiveness, aging effects, and low temperature response". Engineering Structures, 179, 120-28.
Tsopelas, P., Constantinou, M., Okamoto, S., Fujii, S., and Ozaki, D. (1996). "Experimental study of bridge seismic sliding isolation systems". Engineering Structures, 18(4), 301-10.
Van Engelen, N. C., Konstantinidis, D., and Tait, M. J. (2016). "Structural and nonstructural performance of a seismically isolated building using stable unbonded fiber-reinforced elastomeric isolators". Earthquake Engineering & Structural Dynamics, 45(3), 421-39.
Wang, H., Zheng, W.-Z., Li, J., and Gao, Y.-Q. (2019). "Effects of temperature and lead core heating on response of seismically isolated bridges under near-fault excitations". Advances in Structural Engineering, 22(14), 2966-81.
Wang, Y. P., Chung, L. L., and Liao, W. H. (1998). "Seismic response analysis of bridges isolated with friction pendulum bearings". Earthquake Engineering & Structural Dynamics, 27(10), 1069-93.
Warn, G. P., and Whittaker, A. S. (2004). "Performance estimates in seismically isolated bridge structures". Engineering Structures, 26(9), 1261-78.
Zayas, V. A., and Low, S. (1999). "Seismic isolation for extreme cold temperatures". 8th Canadian conference on earthquake engineering. Vancouver: Canadian Association for Earthquake Engineering. Vancouver, Canada,
Zayas, V. A., Low, S. S., and Mahin, S. A. (1990). "A simple pendulum technique for achieving seismic isolation". Earthquake spectra, 6(2), 317-33.
Zheng, W., Wang, H., Li, J., and Shen, H. (2019). "Performance evaluation of bridges isolated with SMA-based friction pendulum system at low temperatures". Soil Dynamics and Earthquake Engineering, 125, 105734.
Zhipping, G. 2016. Seismic Performance of Base-isolated Bridges under Low Temperature in Snow Cold Region. Doctoral Thesis, Graduate School of Engineering, Hokkaido University, Japan.

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Go to Permafrost 2021
Permafrost 2021: Merging Permafrost Science and Cold Regions Engineering
Pages: 151 - 162
Editor: Jon Zufelt, Ph.D., HDR Alaska
ISBN (Online): 978-0-7844-8358-9

History

Published online: Oct 21, 2021
Published in print: Oct 21, 2021

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Authors

Affiliations

Jesika Rahman [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Lakehead Univ., Thunder Bay, ON, Canada. E-mail: [email protected]
A. H. M. Muntasir Billah, Ph.D., M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Lakehead Univ., Thunder Bay, ON, Canada (corresponding author). E-mail: [email protected]
Asif Iqbal, Ph.D., M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada. E-mail: [email protected]

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