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.markbroyard.com/top-super-us-topo-7-5-minute-map-for-turner-pond-me-fashion-great-offer/