Langfang
China
Institute of Disaster Prevention
large-span rigid-frame bridge with high piers, strike-slip fault, fault-crossing bridge, fault-crossing angle, Seismic performance, permanent ground displacement, shock-absorbing hinge system (SAHS)
Residual displacement, RC bridge pier, Liquefiable soil, Soil-pile nonlinear interaction, Soil nonlinearity, Dynamic time history analysis, Plastic damage
Double-deck bridge, Seismic design method, Deformation-amplified torsional steel-tube dampers, Rocking self-centering double-deck bridge bents, Endurance time analysis
Failure analysis, Residual displacement, RC bridge pier, Liquefiable soil, Soil-pile nonlinear interaction, Soil nonlinearity, Dynamic time history analysis, Plastic damage.
near/cross-fault ground motions, multi-pulse records, fling-step effect, forward-directivity effect, double effect coupling effect
large-span rigid-frame bridge, uplift, tuned viscous mass damper (TVMD), cable, ballast
Seismic isolated bridge, Lead rubber bearings, Low temperature conditions, Seismic performance, Endurance time fragility method