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Cable Force Prediction Technique Using Subspace and Effective Vibration Length Method
Muhammad Ibnu Syamsi, Hao Lin Wang,
Chung Yue Wang
土木工程學系
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Engineering
Measuring Device
100%
Least Square
100%
Non-Destructive Testing
100%
Length Method
100%
Eigenvector
100%
Tension Force
100%
Frequency Method
100%
Internal Force
100%
Supporting System
100%
Effective Length
100%
Bridge Cables
100%
Square Approximation
100%
Cable Tension
100%
Rotational Stiffness
100%
Cable Structure
100%
Keyphrases
Prediction Method
100%
Cable
100%
Cable Force Measurement
100%
Effective Vibration Length
100%
Measuring Instrument
33%
Non-destructive Testing
33%
Building Bridges
33%
Tension Force
33%
Least Squares Approximation
33%
Dynamical Systems
33%
Eigenvector
33%
Covariance
33%
Effective Length
33%
Internal Force
33%
Testing Procedures
33%
Bridge Cable
33%
Cable Force
33%
Long-span Bridge
33%
Cable Structures
33%
Cable Tension
33%
SSI-COV
33%
System Properties
33%
Overall Process
33%
Vibration Measuring
33%
Stochastic Subspace Identification
33%
Two-frequency Method
33%
Structural Parts
33%
Rotational Stiffness
33%
Real Structure
33%