In this paper. the seismic response of a steel truss arch bridge subjected to near-fault ground motions is studied. Then. the idea of applying buckling restrained braces (BRBs) to a steel truss arch bridge in near-fault areas is proposed and validated. https://www.diegojavierfares.com/flash-find-3930-Peoria-Orange-Barrels-Hat-p11299-flash-buy/