|Contact Information for Center for Civil Engineering Earthquake Research (CCEER)|
|Location||Harry Reid Engineering Laboratory|
|Address||1664 N. Virginia Street
Reno, NV 89557-0258
Title: Seismic Performance of Curved Steel Plate Girder Bridges with Seismic Isolation
Authors: Monzon, E.V., Buckle, I.G., and Itani, A.I.
Date: April 2013
Department of Civil Engineering/258
University of Nevada, Reno
Reno, NV 89557
In a federally-funded project on the seismic performance of curved highway bridges at the University of Nevada Reno, a 2/5th scale model of a 3-span, curved steel plate girder bridge was tested on multiple shake tables with an isolation system comprising 12 lead-rubber isolators. The purpose of this experiment was three-fold: (1) confirm that elastic performance of the columns could be achieved during the Design Earthquake using isolation, (2) study the effect of curvature on the seismic response of an isolated bridge, and (3) identify the limit states for an isolated curved bridge and, in particular, determine the nature and consequences of isolator instability during extreme input motions.
Elastic performance was indeed achieved during the Design Earthquake with no concrete spalling in potential plastic hinge zones and minor cracking on face of the columns. In fact, essentially elastic behavior was observed up to three times the Design Earthquake. Even though this bridge was highly curved (subtended angle was 1.8 radians), curvature had little effect on the response of the isolators. It did cause asymmetry in response and the abutment isolators were subject to higher displacements than those over the piers, but at the Design Earthquake these differences were small and the results of the AASHTO Simplified Method of analysis were adequate for design purposes. However, at three times the Design Earthquake, instability occurred in the isolators at one of the abutments due to excessive displacement. Bridge collapse did not however occur because the isolators at other supports remained stable. Full recovery of the unstable isolators was observed. In fact subsequent seismic excitation applied to the bridge after the instability occurred showed the experience of instability had minimal effect on the isolator stiffness properties.