Seismic Behavior of a Bridge with New Composite Tall Piers under Near-Fault Ground Motion Conditions
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DOI: 10.3390/app10207377
Abstract: Currently, the seismic designs of reinforced concrete (RC) bridges with tall piers are often accomplished following the ductility-based seismic design method. Though the collapses of the RC bridges with tall piers can be avoided, they… read more here.
Keywords: bridge; near fault; tall piers; new composite ... See more keywords