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    Pounding Effects in Simply Supported Bridges Accounting for Spatial Variability of Ground Motion: A Case Study by G. Tecchio, M. Grendene, C. Modena

    Published 2012-01-01
    “…This study carries out a parametrical analysis of the seismic response to asynchronous earthquake ground motion of a long multispan rc bridge, the Fener bridge, located on a high seismicity area in the north-east of Italy. A parametrical analysis has been performed investigating the influence of the seismic input correlation level on the structural response: a series of nonlinear time history analyses have been executed, in which the variation of the frequency content in the accelerograms at the pier bases has been described by considering the power spectral density function (PSD) and the coherency function (CF). …”
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