92, Weijin Road
Nankai District
Tianjin, 300072
China
Tianjin University
reinforced concrete (RC) arch bridge, Shaking table test, Seismic behavior, tri-directional excitation, wave-passage effect
reinforced concrete (RC) arch bridge, shaking table test, Seismic behavior, tri-directional excitation, wave-passage effect
Sea-crossing bridge, corrosion, Scour, Lifetime fragility, Seismic Resilience, Time-dependent structural capacity
underwater shaking table tests, cable-stayed bridge, combined earthquake-wave action, water-structure interaction, coordinative similitude law
ocean environmental parameters, Transformation Kernel Density Estimation (TKDE), R-vine copula models, environmental contours, joint probability
dynamic response, damage mechanism, impact velocity, RC beam-column sub-assemblage, equivalent single degree of freedom
Precast segmental bridge pier, Concrete-filled double skin steel tubular (CFDST), Near-fault (NF) ground motion, Seismic response, Shaking table test, Vertical ground motion
Precast segmental bridge pier, Concrete-filled double skin steel tubular (CFDST), Near-fault (NF) ground motion, seismic response, shaking table test, Vertical ground motion
Soil condition, Shear wave velocity, Seismic response, Cable-stayed bridge, Multiple supports response spectrum method
Multi-hazard fragility, Weighted resilience, Sea-crossing cable stayed bridge, Economic loss, Earthquake-wind hazards.
GFRP strips, Wind-blown sand erosion, Residual mechanical property, Performance degradation, Prediction model
Concrete, High strain rate, At high temperatures, After high temperatures, Compressive, Tensile, Dynamic increase factor.
