Modal parameter identification for a roof overflow powerhouse under ambient excitationOACSCDCSTPCD
Modal parameter identification for a roof overflow powerhouse under ambient excitation
Yan Zhang;Ji-jian Lian;Fang Liu
State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, ChinaState Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research,Beijing 100038, ChinaState Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300072, China
Hydraulic structureOrder determinationEnsemble empirical mode decompositionSingular entropyEigensystem realization algorithmBulb tubular unit
Hydraulic structureOrder determinationEnsemble empirical mode decompositionSingular entropyEigensystem realization algorithmBulb tubular unit
《水科学与水工程》 2016 (1)
67-80,14
This work was supported by the Foundation for Innovative Research Groups of the National Natural Science Foundation of China (Grant No.51321065) and the National Natural Science Foundation of China (Grants No.51379140,51209158,and 51379177).
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