“…The results indicated that increasing the height difference of adjacent bridge piers intensifies the seismic displacement responses of sliding layer, shear alveolar and moveable bearings. Jara et al [19] studied the influence of soil type on the expected damage of piers in irregular RC bridges. They concluded that while the hard soil ground motion records trigger moderate damage in bridge piers, the soft soil records impose severe damage in piers and cause their failure.…”