Experimental Investigation of the Dynamic Response of Two Bridges Before and After Retrofitting with Elastomeric Bearings
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1998-10-01
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ISSN:1520-295X
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Abstract:Two bridges were subjected to transverse quick-release testing, which simulated transverse seismic loading. This report presents the results of a study of these two bridges before and after replacement of the original steel bearings: one with ordinary neo. See also PB97-140735. Prepared in cooperation with State Univ. of New York at Buffalo. Dept. of Civil, Structural and Environmental Engineering. Sponsored by Federal Highway Administration, Washington, DC. and National Science Foundation, Arlington, VA.
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