Beijing, 100084
China
Tsinghua University
Reinforcement congestion, Narrower looped bar, Shear transfer mechanism, Cohesion, Shear-friction, Dowel action, Shear reinforcement ratio, Anchorage length
UHPC-RC column, Seismic performance, Plastic hinge, Carbon emission
Concrete filled steel tube (CFST), Prefabricated construction, Anchor rebar connection, Column-foundation connection, Splice length
Ultra High Performance Concrete, element test, biaxial stress state, biaxial strength criterion
stiffened circular CFST stub columns, eccentric compressive test, strength and ductility, FE simulation, bearing capacity prediction
Automated assembly, Industrial robot, Precast deck panel system, Notched connection, Deep convolutional neural network (DCNN), Visual simultaneous localization and mapping (vSLAM)
Concrete rheology, Parameter identification, CFD, deep learning, Differentiable inverse analysis
stiffening methods, circular CFST stub columns, eccentric compression test, strength and ductility, Parametric analysis
ECC, fiber modification, PVA fiber, Multiscale analysis, Molecular dynamics simulation
T-shaped connector, Bulb flat connector, Push-out test, Shear behavior, Design method
Reinforced UHPC, element test, Reinforcement ratio, softening effect, Shear behavior
Double steel plate concrete composite structure, Shear studs, Tie bars, seismic performance
