Vehicle Response-Based Bridge Modal Identification Using Different Time–Frequency Analysis Methods
| Author(s): |
Xuan Kong
(Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, P. R. China)
Quanyu Tang (Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, P. R. China) Kui Luo
(Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, P. R. China)
Jiexuan Hu (Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, P. R. China) Jinzhao Li (Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, College of Civil Engineering, Hunan University, Changsha 410082, P. R. China) C. S. Cai
(Department of Bridge Engineering, School of Transportation, Southeast University, Nanjing 211189, P. R. China)
|
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | International Journal of Structural Stability and Dynamics |
| DOI: | 10.1142/s0219455425500622 |
- About this
data sheet - Reference-ID
10774418 - Published on:
29/04/2024 - Last updated on:
29/04/2024
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