Engineering
Magnetorheological Damper
100%
Velocity
65%
Networks
21%
Control Strategy
18%
Models
18%
Kalman Filter
15%
Amplitudes
12%
Performance
12%
Energy Dissipation
9%
Benchmark
9%
Frame
9%
Buildings
9%
Force Displacement
6%
Closed Loop
6%
Active Control
6%
Damping Ratio ζ
6%
Hysteresis Loop
6%
Damper Force
6%
Force Level
6%
Control Force
6%
Dependent Friction
6%
Desired Shape
6%
Benchmark Problem
6%
Structural Model
6%
Seismic Response
6%
Floors
6%
Applications
6%
Development
6%
Properties
6%
Harmonics
6%
Wind
6%
Measurement
3%
Reference Case
3%
Natural Frequency
3%
Modeling Error
3%
Absolute Velocity
3%
Optimisation Procedure
3%
Trajectories
3%
Input Parameter
3%
Friction Force
3%
Structural Damping
3%
Experimental Measurement
3%
Conducted Experiment
3%
Relative Motion
3%
Effective Mean
3%
Response Curve
3%
Narrowband
3%
Main Issue
3%
Control Scheme
3%
Measurement Data
3%
Negative Value
3%
Testing Machine
3%
Absolute Value
3%
Lowpass Filter
3%
Structural Damping Ratio
3%
Flexible Structures
3%
Neural Network Controller
3%
Current Output
3%
Loop Dynamic
3%
Vibration Mode
3%
Reference Model
3%
Harmonic Motion
3%
Forward Model
3%
Experimental Data Set
3%
Structural Frames
3%
Friction Energy
3%
Control Model
3%
Damping Matrix
3%
Displacement Data
3%
Network Model
3%
Demonstrates
3%
Experiments
3%
Simulation
3%
Integration
3%
Illustrates
3%
Filtration
3%
Expected Value
3%
Active Component
3%
Physics
Model
37%
Speed
31%
Yaw
31%
Friction
21%
Neural Network
21%
Responses
15%
Displacement
15%
Shears
15%
Amplitudes
12%
Performance
12%
Kinematics
12%
Dissipation
9%
Harmonics
9%
Output
9%
Value
9%
Ratios
9%
Modal Analysis
9%
Hysteresis
6%
Active Control
6%
Earthquake
6%
Viscous Damping
6%
Utilization
6%
Networks
6%
Shapes
6%
Controllers
6%
Resonant Frequencies
3%
Vibration
3%
Velocity Measurement
3%
Approach Control
3%
Foci
3%
Standard
3%
Tracking
3%
Independent Variables
3%
Estimates
3%
Assessments
3%
Quality
3%
Simulation
3%
Decay
3%
Matrix
3%
Optimization
3%
Narrowband
3%
Protection
3%
Traffic
3%
Material Science
Damper
100%
Stiffness
46%
Friction
31%
Hydraulics
9%
Earthquake Engineering
3%
Switch
3%