Performance Assessment of a Bridge Seismically Isolated with Lead Rubber Bearings at Low Temperature

Author:

Karuk Volkan,Yasar Cansu,Cavdar Esengul,Ozdemir Gokhan

Publisher

Springer International Publishing

Reference22 articles.

1. ASCE-7/16: Minimum design loads and associated criteria for buildings and other structures. American Society of Civil Engineers (2017)

2. Billah, M., Todorov, B.: Effects of subfreezing temperature on the seismic response of lead rubber bearing isolated bridge. Soil Dyn. Earthq. Eng. 126(105814), 1–13 (2019)

3. Cardone, D., Gesualdi, G., Nigro, D.: Effects of air temperature on the cyclic behavior of elastomeric seismic isolators. Bull. Earthq. Eng. 9(4), 1227–1255 (2011)

4. Cavdar, E., Ozdemir, G., Karuk, V.: Modification in response of a bridge seismically isolated with lead rubber bearings exposed to low temperature. IMO Tech. J. 33(5), 1–24 (2022)

5. Constantinou, M.C., Whittaker, A.S., Kalpakidis, Y., Fenz, D.M., Warn, G.P.: Performance of Seismic Isolation Hardware Under Service and Seismic Loading. Technical report, NY: MCEER=07-2012, Buffalo (2007)

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