Change in response of bridges isolated with LRBs due to lead core heating

Author:

Ozdemir Gokhan,Avsar Ozgur,Bayhan Beyhan

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference24 articles.

1. Constantinou MC, Whittaker AS, Fenz DM, Apostolakis G. Seismic isolation of bridges. Report submitted to the State of California Department of Transportation, Department of Civil, Structural and Environmental Engineering, State University of New York at Buffalo; 2007.

2. Constantinou MC, Whittaker AS, Kalpakidis IV, Fenz DM, Warn GP. Performance of seismic isolation hardware under service and seismic loading. Technical Report MCEER-07-0012, Multidisciplinary Center for Earthquake Engineering Research, Department of Civil, Structural and Environmental Engineering, State University of New York at Buffalo, 2007.

3. Effects of heating on the behavior of lead-rubber bearing. I:theory;Kalpakidis;Journal of Structural Engineering (ASCE),2009

4. Effects of heating on the behavior of lead-rubber bearing. II:verification of theory;Kalpakidis;Journal of Structural Engineering (ASCE),2009

5. Rodriguez-Marek A. Near-fault seismic site response. Ph.D. Thesis, Department of Civil Engineering, University of California, Berkeley, 2000, 451pp.

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