Vehicle Response-Based Bridge Modal Identification Using Different Time–Frequency Analysis Methods

Autor(en):	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:	Fachartikel
Sprache(n):	Englisch
Veröffentlicht in:	International Journal of Structural Stability and Dynamics
DOI:	10.1142/s0219455425500622

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1142/s0219455425500622.

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