No.3 of Shangyuan Residence Haidian District
Beijing, 100089
China
Beijing Jiaotong University
Mesoscopic numerical model, Fatigue damage evolution, Cohesive crack model, crack propagation, Friction
Mesoscopic numerical model, Fatigue damage evolution, Cohesive crack model, Crack propagation, Friction
Existing bridge, Statistical inversion, Monitored data, scour, stability, Risk probability
segmental beam, step joint, combined bending and shear action, structural form
Shear transfer mechanism, Truss-arch model, Unbonded prestressing tendons, Concrete softening