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