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China Journal of Highway and Transport
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Table 4 Interface Dilatancy Under Different Factors
Fig. 7
Appearance Under DF-T
Fig. 13
BDR Change
Fig. 22
Schematic Drawings and Finite Element Model of Double-column Bridge Pier with S-SCFB
Fig. 23
Constitutive Model
Fig. 24
Comparison Between Experimental Results [
35
] and OpenSees Simulation Results
Fig. 25
Hysteresis Curves of Bridge Piers and Brace
Fig. 14
Fitting Coefficient Varies with the Wave Incidence Angles
Fig. 15
Verify the Water Model Tank Schematic
Fig. 16
Unmodified Wave Force, Modified Wave Force, and Infinite Water Wave Force
Fig. 2
Two Types of Key Teeth Arrangement and Dimensional Drawings (Unit: mm)
Fig. 14
Displacement Curves
Fig. 18
Uniaxial Stress-strain Curve of Concrete
Fig. 19
Three-dimensional Finite Element Solid Model
Fig. 20
Vertical Displacement Load Comparison for Test and Finite Element
Fig. 10
Work Condition 2 Control Input
Fig. 14
HIL Simulation Process
Fig. 13
Mask Skeletonization
Fig. 11
Tunnel Point Cloud Registration
Table 1 Parameters of Aggregate Used in Experiment
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