Abstract: A two‐part analytical model is developed to assist in seismic response analysis of highway bridges that have abutments supported on earth embankments. In the first part of the model, an expression is developed for ...

Abstract: Strong‐motion earthquake data obtained on the Meloland Road Overpass during the 1979 Imperial Valley earthquake are used to examine the suitability of simple models for representing the transverse and vertical stiffnesses ...