Keyphrases
Beam-column Joint
13%
Bed Change
12%
Behavioral State
18%
Bi-directional Simple Shear
19%
Bounding Surface
12%
Building Information Modeling
12%
Cement Composites
18%
Cement Paste
17%
Changing Environmental Conditions
10%
China
60%
Civil Engineering
19%
Cohesive-frictional Materials
10%
Combined Signals
12%
Compressive Strength
18%
Construction Cost
11%
Construction Industry
16%
Construction Projects
16%
Damage Detection
24%
Direct Simple Shear
18%
Dynamic Shakedown
11%
Elastoplastic Soil
11%
Erodible
11%
Flexible Pavement
16%
Global Navigation Satellite System
11%
Global Positioning System
10%
Granular Materials
29%
Graphene Oxide
14%
Half-space
11%
Hardening Soil Model
18%
High Temperature
11%
Hot Mix Asphalt
10%
Interior Beam-column Joint
14%
Kinematic Hardening
19%
Layered Pavement
15%
Liquefaction
15%
Mechanical Properties
21%
Morphodynamics
20%
Moving Load
24%
Moving Surface
11%
Multi-direction
10%
Ningbo
37%
Ningbo China
19%
Non-coaxial
21%
Non-coaxiality
26%
Numerical Simulation
20%
Outlier Measurement
12%
Pavement
30%
Pavement Design
20%
Pedestrian Dead Reckoning
18%
Positioning Accuracy
11%
Principal Stress
14%
Principal Stress Rotation
100%
Public Bicycle
13%
Radial Strain
18%
Railway Substructure
29%
Recycled Aggregate
22%
Reinforced
10%
Reinforced Concrete
16%
Reinforced Concrete Beam
28%
Reinforcement Corrosion
13%
Residual Stress Field
12%
Riemann Solutions
10%
Road Pavement
14%
Sand
55%
Sandstone Aggregate
10%
Shakedown
82%
Shakedown Analysis
35%
Shakedown Limit
71%
Shakedown Theorem
20%
Shakedown Theory
29%
Shallow Water
11%
Shear Behavior
11%
Shear Loading
18%
Shear Stress
26%
Simple Shear
32%
Simple Shear Test
15%
Slab Track
21%
Soil Behavior
13%
Soil Model
57%
Sponge City
21%
Steel Plate
14%
Steel Plate Shear Wall
28%
Strain Behavior
18%
Stress Path
22%
Stress Rate
16%
Stress State
19%
Stress-strain
26%
Stress-strain Response
11%
Subbase
16%
Substructure
11%
Surface Load
12%
Swash
23%
Swash Zone
16%
Temperature Effect
10%
Three-dimensional (3D)
18%
Train Load
20%
Triple-frequency
12%
Ultra-wideband
14%
Urban Environment
12%
Vision-based
14%
Engineering
Activated Slag
19%
Anisotropic
17%
Asphalt Pavements
11%
Assuming
12%
Autogenous Shrinkage
12%
Base Model
12%
Beam-Column
17%
Bearing Capacity
12%
Boundary Condition
14%
Building Information Modeling
14%
Carbon Fibre Reinforced Polymer
10%
Cement Composite
14%
Cement Paste
20%
Chloride Penetration
13%
Coaxiality
28%
Column Joint
16%
Compressive Strength
25%
Computer Simulation
37%
Critical Speed
12%
Cyclic Loading
22%
Cyclic Loads
21%
Damage Detection
24%
Digital Elevation Model
10%
Directional
33%
Early Stage
14%
Earthquake Loading
12%
Energy Engineering
18%
Engineered Geopolymer Composites
10%
Engineering Problem
10%
Experimental Investigation
21%
Experimental Result
37%
Fault Diagnosis
10%
Finite Element Method
31%
Finite Element Modeling
11%
Floors
11%
Flow Rule
21%
Friction Angle
16%
Gearbox
10%
Geotechnical Engineering
13%
Global Positioning System
10%
Good Agreement
16%
Graphene Oxide
14%
Infrastructure
19%
Initial Condition
11%
Joints (Structural Components)
15%
Kinematic Hardening
50%
Loading Condition
10%
Loading Path
16%
Micro-Electro-Mechanical System
14%
Middle Surface
10%
Mixing Design
12%
Model Prediction
19%
Mohr-Coulomb Material
12%
Moving Load
37%
Moving Surface
21%
Numerical Implementation
22%
Offshore Foundation
14%
Particular Matter 2.5
14%
Pavement Design
24%
Pavement Material
16%
Plastic Flow Rule
23%
Plastic Strain
12%
Plastic Structure
10%
Principal Axis
16%
Radial Strain
18%
Recycled Aggregate
16%
Reinforced Concrete
18%
Reinforced Concrete Beam
29%
Residual Settlement
10%
Residual Stress
26%
Road
26%
Road Pavement
23%
Rubber Crumb
10%
Seismic Performance
12%
Shakedown
42%
Shallower
14%
Shear Behavior
16%
Shear Strength
17%
Shear Walls
40%
Shearing
25%
Simple Shear
91%
Slab Track
25%
Speed Train
14%
Steel Plate
38%
Step Approach
15%
Stiffness Modulus
13%
Strain Behavior
18%
Strain Rate
13%
Stress Field
21%
Stress Path
34%
Stress Rate
40%
Stress Space
11%
Stress State
29%
Stress-Strain Relations
17%
Success Rate
14%
Test Result
50%
Two Dimensional
11%
Ultra Wide Band
14%
Vibration Measurement
10%
Wave Loading
14%