Keyphrases
Alkali-activated Slag
14%
Beam-column Joint
13%
Bed Change
11%
Behavioral State
14%
Bi-directional Simple Shear
20%
Bounding Surface
11%
Building Information Modeling
21%
Cement Composites
17%
Cement Paste
20%
Changing Environmental Conditions
11%
China
50%
Civil Engineering
17%
Combined Signals
12%
Compressive Strength
30%
Construction Industry
18%
Construction Projects
15%
Cross-anisotropic
12%
Cycle Slip
13%
Cycle Slip Detection
20%
Cyclic Load
14%
Cyclic Test
12%
Damage Detection
27%
Detection Method
14%
Direct Simple Shear
14%
Drying Shrinkage
12%
Dynamic Shakedown
12%
Erodible
11%
Flexible Pavement
12%
Global Navigation Satellite System
20%
Global Positioning System
22%
Granular Materials
27%
Hardening Soil Model
15%
Indoor Positioning
14%
Interior Beam-column Joint
12%
Kinematic Hardening
16%
Layered Pavement
13%
Mechanical Properties
26%
Morphodynamics
17%
Moving Load
25%
Ningbo
35%
Ningbo China
19%
Non-coaxial
28%
Non-coaxiality
22%
Nonlinear Shallow Water Equations
12%
Numerical Investigation
11%
Numerical Results
12%
Numerical Simulation
30%
Pavement
37%
Pavement Design
23%
Pedestrian Dead Reckoning
17%
Positioning Accuracy
15%
Principal Stress
12%
Principal Stress Rotation
100%
Public Bicycle
12%
Radial Strain
14%
Railway Substructure
28%
Recycled Aggregate
17%
Recycled Aggregate Concrete
12%
Reinforced
14%
Reinforced Concrete
12%
Reinforced Concrete Beam
28%
Reinforcement Corrosion
13%
Residual Stress Field
13%
Sand
62%
Sediment Transport
18%
Seismic Performance
17%
Shakedown
80%
Shakedown Analysis
43%
Shakedown Limit
74%
Shakedown Theorem
23%
Shakedown Theory
25%
Shear Behavior
11%
Shear Loading
14%
Shear Stress
31%
Shrinkage-compensating Cement Concrete
14%
Simple Shear
32%
Simple Shear Test
12%
Slab Track
22%
Soil Behavior
18%
Soil Model
55%
Sponge City
16%
Steel Plate
16%
Steel Plate Shear Wall
33%
Steel Plate Shear Wall Structure
15%
Strain Behavior
14%
Stress Path
24%
Stress Rate
13%
Stress State
15%
Stress-strain
28%
Subbase
12%
Substructure
13%
Surface Load
11%
Swash
26%
Swash Zone
18%
Temperature Effect
12%
Terrestrial Laser Scanning
13%
Three-dimensional (3D)
23%
Train Load
20%
Triple-frequency
20%
Ultra-wideband
19%
Engineering
Activated Slag
37%
Anisotropic
18%
Assuming
11%
Beam-Column
21%
Bearing Capacity
13%
Boundary Condition
11%
Building Information Modeling
25%
Cement Composite
14%
Cement Concrete
14%
Cement Paste
24%
Coaxiality
24%
Column Joint
21%
Compressive Strength
38%
Computer Simulation
40%
Concrete Block
11%
Concrete Structure
12%
Critical Speed
12%
Cyclic Loading
23%
Cyclic Loads
21%
Damage Detection
26%
Digital Elevation Model
11%
Directional
30%
Drying Shrinkage
12%
Early Stage
13%
Earthquake Loading
12%
Energy Dissipation
15%
Energy Engineering
13%
Engineering Problem
12%
Experimental Investigation
17%
Experimental Result
40%
Fault Diagnosis
11%
Finite Element Method
31%
Finite Element Modeling
13%
Flow Rule
18%
Friction Angle
16%
Gearbox
11%
Geotechnical Engineering
13%
Global Positioning System
16%
Good Agreement
14%
Graphene Oxide
11%
Infrastructure
19%
Initial Condition
11%
Joints (Structural Components)
24%
Kinematic Hardening
46%
Laser Scanner
13%
Limitations
13%
Loading Path
16%
Micro-Electro-Mechanical System
11%
Middle Surface
11%
Mixing Design
13%
Model Prediction
17%
Mohr-Coulomb Material
11%
Moving Load
32%
Moving Surface
17%
Numerical Implementation
21%
Numerical Prediction
13%
Offshore Foundation
11%
Particular Matter 2.5
11%
Pavement Design
20%
Pavement Material
12%
Plastic Flow Rule
18%
Plastic Strain
13%
Principal Axis
12%
Radial Strain
14%
Recycled Aggregate
15%
Recycled Concrete Aggregate
11%
Reinforced Concrete
15%
Reinforced Concrete Beam
38%
Residual Settlement
11%
Residual Stress
26%
Road
28%
Road Pavement
19%
Rubber Crumb
12%
Seismic Performance
16%
Shakedown
35%
Shallower
20%
Shear Behavior
16%
Shear Strength
12%
Shear Walls
42%
Shearing
25%
Shrinkage-Compensating Cement
13%
Simple Shear
93%
Slab Track
22%
Speed Train
12%
Steel Plate
38%
Step Approach
11%
Strain Behavior
14%
Strain Rate
13%
Stress Field
19%
Stress Path
34%
Stress Rate
36%
Stress State
25%
Stress-Strain Relations
20%
Success Rate
13%
Test Result
54%
Two Dimensional
13%
Ultra Wide Band
14%
Ultra-Wideband
11%
Vibration Measurement
11%
Wave Loading
11%