A study on the dynamic characteristics and ultimate capacity of steel transmission towers

Keyphrases

• Taiwan 100%
• Dynamic Characteristics 100%
• Ultimate Capacity 100%
• Steel Transmission Towers 100%
• Nonlinear Behavior 66%
• Power Company 66%
• Tower Structure 66%
• Hilbert-Huang Transform 33%
• Ensemble Empirical Mode Decomposition 33%
• Applied Force 33%
• Stiffness Matrix 33%
• Matrix Operation 33%
• Vibration Characteristics 33%
• Applied Load 33%
• Transmission Line 33%
• Downsampling 33%
• Ambient Vibration Data 33%
• Operation Approach 33%
• Strain Tower 33%
• Power Supply Reliability 33%
• Suspension Tower 33%
• Steel Tower 33%

Engineering

• Tower 100%
• Nonlinear Behavior 20%
• Power Supply 10%
• Empirical-Mode Decomposition 10%
• Electric Lines 10%
• Hilbert-Huang Transform 10%
• Applied Force 10%
• Stiffness Matrix 10%
• Matrix Operation 10%
• Characteristic Vibration 10%
• Applied Load 10%
• Sampling Process 10%