Shengnan Wang

ORCID: 0000-0003-0422-2519
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About
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Research Areas
  • Concrete Corrosion and Durability
  • Ultrasonics and Acoustic Wave Propagation
  • Structural Health Monitoring Techniques

Huazhong University of Science and Technology
2018

Damage identification that is based on modal analysis widely used in traditional structural damage identification. However, difficult high damping structures and concentrated structures. Unlike approaches analysis, the frequency response function allows for avoidance of error easy verification through other test points. An updating algorithm devised this study by utilizing together with dynamic reduction respect to selected design parameters. Numerical results indicate method can be define...

10.3390/s18093033 article EN cc-by Sensors 2018-09-10
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