“…The obtained results showed that the structural characteristics significantly impacted the seismic vulnerability of the studied bridges [28]. Rasouli et al [29] proposed a performance-based design method for continuous span bridges with unequal height isolated hollow RC piers. The outcome of this study showed that the characterisitcs of pier cross section and Lead Rubber Bearings (LRBs) are important factors to achieve a uniform ductility demand and performance level in all piers.…”