Preliminary evaluations of air temperature effects on the response of seismically isolated bridges employing elastomeric bearings

This article aims to evaluate the effect of air temperature on the seismic response of isolated bridges. A parametric study, with varying temperature conduction, is carried out. The responses of a seismically isolated bridge are evaluated by the peak value of lateral force and displacement.
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Preliminary evaluations of air temperature effects on the response of seismically isolated bridges employing elastomeric bearings