92 West Dazhi Street
Nan Gang District
Harbin, 150001
China
Harbin Institute of Technology
elevated temperatures, FE modelling, Laboratory testing, Post-fire behavior, Predictive stress-strain models, S890 ultra-high strength steel
Concrete-filled steel tubular (CFST) structures, Impact, structural assessment, Vibration, Bayesian model updating
Q960, Ultra-high-strength steel, Stress state, Strain rate, Ductile fracture, Hosford-Coulomb model.
High-strength concrete-filled high-strength steel tubular stub columns, post-fire, residual ultimate capacity, equivalent temperature, design method
PEC column, Post-fire performance, Steel-concrete composite column, residual bearing capacity
Concrete-filled steel tubes, Square concrete-filled steel tubes, Size effect, Axial compression, Bearing capacity.
concrete-filled steel tube, Concrete-filled double-skin steel tube, Concrete-filled corrugated steel tube, Second-order effect, eccentric compression
Concrete-filled aluminum alloy tube, Slender column, Axial compression, Ultimate strength, Calculation method
