100 Ping Le Yuan
Chaoyang District
Beijing, 100020
China
Beijing University of Technology
residual vertical load-carrying capacity, RC bridge bent, earthquake-rockfall cascading hazards, damage pattern, optimal EDP
tuned mass damper, Inerter, negative stiffness device, control performance, comparative analyses
HDR(II) bearings, Shear tenon, Limit shear test, Stiffness degradation, Horizontal shear hysteretic constitutive model
Bridge engineering, analytical calculation model, seismic response, rocking steel pier
Precast structure, Half-grouted sleeve, Sulfate erosion, Dry-wet cycle, Bond-slip
Long-span bridges, floating system, tuned viscous mass damper, optimization strategies, performance evaluation
Special-shaped arch bridge;Lateral Vibration Control;MTMD;Shaking Table Test
RC column, Impact torsion loading, CFRP strengthening, Torsion test, Dynamic torque-twist relationship