Project
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Scaled-down Transmission Tower with Uneven-structural Legs
Highlights / Achievements / Results
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The blue curves are the experimental results and the orange curve are the numerical pushover curve.
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The first model failed at a lower loading value compared to the other specimen, due to the smaller size of the bracing members. Torsional loading has more effect on the model compared to the lateral loading.
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Scour Monitoring of Bridges in Taiwan
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Smart Structural Control by Artificial Intelligence
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Damage Quantification of 3D-printed Structure
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Three-dimensional Structural Health Monitoring System
Goals / Objectives
- Accurately diagnose damaged floors and locations on a three-dimensional structure.
Highlights / Achievements / Results
- Only a set of reference signals is required to initially launch the SHM system.
- Effective and reliable detection of damage condition and elevation.
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Engineering Monitoring
Goals / Objectives
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Combine the smart control law with LCFD (Leverage-type Controllable Friction Damper) to efficiently reduce the response of the structure.
Highlights / Achievements / Results
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BGVC (Bi-Gradation Velocity Control).
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Feedback of absolute velocity.
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Reduce acceleration of the structural response compared to other control law.
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Rapid Structural Response Evaluation System
Goals / Objectives
- Develop algorithms in predicting the PGA (Peak Ground Acceleration) and PFA (Peak Floor Acceleration.
- Exploit the observed characteristics in the variation of various modal parameters, and develop a novel SHM (Structural Health Monitoring).
Highlights / Achievements / Results
- SVM PFA prediction module.
- Smart cell-phone alert system.