Modal parameter identification and dynamic monitoring of high arc dam under vibration response induced by flow discharge

被引:0
|
作者
Zhang, Jian-Wei [1 ]
Kang, Ying-Bin [1 ]
Zhang, Yi-Na [2 ]
Zhao, Yu [1 ]
机构
[1] North China University of Water Conservancy and Electric Power, Zhengzhou 450011, China
[2] Yellow River Conservancy Technical Institute, Kaifeng 475003, China
来源
关键词
Modal analysis - Time domain analysis - Precision engineering - Parameter estimation - Stabilization - Dams;
D O I
暂无
中图分类号
学科分类号
摘要
Based on the prototype test of Ertan arc dam, combining with stochastic subspace identification algorithm and improved stabilization diagram, the modal parameters of arc dam under flow discharge were identified effectively, and the long-term online monitoring of the high dam was realized. All these result in offering evidence for structural health evaluation. Aiming at the difficult problems of noise reduction, false modal parameters identification and elimination, as well as model order determination in time domain methods, an improved stabilization diagram was put forward to achieve more precise results. The results obtained were compared with the results by ERA method. The study shows that the new approach is of excellent performance and fine precision, and also has good prospect to be applied in engineering.
引用
收藏
页码:146 / 150
相关论文
共 50 条
  • [31] Simulation study on parameter dependence of dynamic osteocyte response under low-magnitude high-frequency vibration
    Liu, Haiying
    Li, Mingzhi
    Li, Shenggang
    Zhang, Chunqiu
    Feng, Jingjing
    MEDICAL ENGINEERING & PHYSICS, 2025, 137
  • [32] Analysis of the ground vibration induced by high dam flood discharge using the cross wavelet transform method
    Lian, Jijian
    Zhang, Yan
    Liu, Fang
    Zhao, Qiuhong
    JOURNAL OF RENEWABLE AND SUSTAINABLE ENERGY, 2015, 7 (04)
  • [33] Dynamic Response Simulation of the Slope Triggered by Fluctuating Pressure during High Dam Flood Discharge
    Zhang, Hao-Hao
    Wang, Jun-Xing
    Du, Shuai-Qun
    Chen, Li
    Da, Jin-Rong
    SHOCK AND VIBRATION, 2022, 2022
  • [34] Long-term monitoring for dynamic under wind-induced vibration
    Park, D. U.
    Kim, N. S.
    Cheung, J. H.
    Kim, H. -K.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT, RESILIENCE AND SUSTAINABILITY, 2012, : 1146 - 1151
  • [35] Beat vibration analysis model of overflow dam pier under discharge excitation based on adaptive VMD and automatic operational modal analysis
    Liu, Bo
    Li, Huokun
    Liu, Fang
    Huang, Wei
    Wang, Gang
    Wang, Haijun
    Wang, Wentao
    Tang, Yiyuan
    Liu, Hanyue
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2024, 211
  • [36] THE MODAL PARAMETER IDENTIFICATION AND CROWD-INDUCED VIBRATION ANALYSIS OF FLOOR OF LARGE-SPAN WAITING HALL
    Qiu, Xue
    Yang, Na
    PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II, 2014, : 997 - 1006
  • [37] MODAL PARAMETER-IDENTIFICATION FROM THE TIME IMPULSE-RESPONSE OF COMPLEX DYNAMIC-SYSTEMS
    KURKA, PRG
    COWLEY, A
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1988, 2 (01) : 49 - 58
  • [38] Dynamic response of elliptical cylinders undergoing transverse flow-induced vibration
    Zhao, Jisheng
    Hourigan, Kerry
    Thompson, Mark C.
    JOURNAL OF FLUIDS AND STRUCTURES, 2019, 89 : 123 - 131
  • [39] Multiple-arc cylinder under flow: Vortex-induced vibration and energy harvesting
    Zhang, Rui
    Huang, Lianzhong
    Wang, Kai
    Ma, Ranqi
    Ruan, Zhang
    Lan, Tian
    Li, Boyang
    Zhang, Baoshou
    MARINE STRUCTURES, 2025, 99
  • [40] Towards dynamic PET reconstruction under flow conditions: Parameter identification in a PDE model
    Reips, Louise
    Burger, Martin
    Engbers, Ralf
    JOURNAL OF INVERSE AND ILL-POSED PROBLEMS, 2018, 26 (02): : 185 - 200