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

Auteur(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)
Médium:	article de revue
Langue(s):	anglais
Publié dans:	International Journal of Structural Stability and Dynamics
DOI:	10.1142/s0219455425500622

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1142/s0219455425500622.

Publicité

Structurae coopère avec

Publicité