Seismic Fragility Assessment of Seismic Isolated Bridges in Cold Climates
Author:
Affiliation:
1. Dept. of Civil Engineering, Lakehead Univ., Thunder Bay, ON, Canada.
2. Dept. of Civil Engineering, Univ. of Northern British Columbia, Prince George, BC, Canada.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484432.019
Reference20 articles.
1. Which Spectral Acceleration are you Using?
2. Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge
3. Seismic fragility assessment of highway bridges: a state-of-the-art review
4. Browne R. D. and Bamforth P. B. (1981). “The use of concrete for cryogenic storage: a summary of research past and present.” New Castle: First International Conferece on Cryogenic Concrete; p. 135–66.
5. 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. MCEER, Buffalo, NY.
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