Experimental Evaluation of Low Fidelity Models on Co-Kriging Metamodeling of Global Structural Response through Real-Time Hybrid Simulation

被引:3
作者
Chen, Cheng [1 ]
Yang, Yanlin [2 ]
Hou, Hetao [2 ]
Peng, Changle [3 ]
Xu, Weijie [3 ]
机构
[1] San Francisco State Univ, Sch Engn, San Francisco, CA 94132 USA
[2] Shandong Univ, Sch Civil Engn, Jinan 250100, Peoples R China
[3] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 211189, Peoples R China
关键词
Real-time hybrid simulation (RTHS); Kriging; Co-Kriging; Entropy; Metamodeling; Multifidelity; Uncertainty; COMPENSATION; DESIGN; OPTIMIZATION; RELIABILITY;
D O I
10.1061/JSENDH.STENG-11352
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Real-time hybrid simulation (RTHS) provides a cyber-physical technique for large- or full-scale experiments in size limited laboratories when parts of the structure are difficult for accurate modeling. Traditional practice of RTHS assumes deterministic structural properties therefore could not account for uncertainties in global response prediction in an efficient and effective way. Previous studies have shown that metamodeling enables efficient uncertainty quantification through limited number of expensive physical experiments or computational simulation. More recent studies indicate that multifidelity Co-Kriging can achieve better accuracy with fewer experiments or less simulation. This study presents an experimental study of the influence of low-fidelity model accuracy on Co-Kriging metamodeling for uncertainty quantification. Laboratory RTHS through are considered as high-fidelity (HF) simulation and conducted in parallel with low-fidelity (LF) computational simulation of the same structure. The Co-Kriging metamodeling is then applied to integrate multifidelity simulation to render accurate response prediction over the entire sample space of uncertainty input variables. Different parameter values are used for same computational model to emulate different LF simulation for Co-Kriging metamodeling. RTHS tests are conducted for a single-degree-of-freedom (SDOF) structure with self-centering viscous damper (SC-VD). The Co-Kriging metamodels established from experimental results are then evaluated through validation tests and further compared with corresponding Kriging metamodels. A multifidelity Co-Kriging with LF model updating is further proposed to improve the convergence and accuracy in response estimation for uncertainty quantification.
引用
收藏
页数:17
相关论文
共 50 条
  • [1] Novel coupling Rosenbrock-based algorithms for real-time dynamic substructure testing
    Bursi, O. S.
    Gonzalez-Buelga, A.
    Vulcan, L.
    Neild, S. A.
    Wagg, D. J.
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2008, 37 (03) : 339 - 360
  • [2] Chae Y., 2015, ENCY EARTHQUAKE ENG
  • [3] Adaptive time series compensator for delay compensation of servo-hydraulic actuator systems for real-time hybrid simulation
    Chae, Yunbyeong
    Kazemibidokhti, Karim
    Ricles, James M.
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2013, 42 (11) : 1697 - 1715
  • [4] Real-time hybrid simulation with multi-fidelity Co-Kriging for global response prediction under structural uncertainties
    Chen, Cheng
    Yang, Yanlin
    Hou, Hetao
    Peng, Changle
    Xu, Weijie
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2022, 51 (11) : 2591 - 2609
  • [5] Tracking Error-Based Servohydraulic Actuator Adaptive Compensation for Real-Time Hybrid Simulation
    Chen, Cheng
    Ricles, James M.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2010, 136 (04): : 432 - 440
  • [6] Analysis of actuator delay compensation methods for real-time testing
    Chen, Cheng
    Ricles, James M.
    [J]. ENGINEERING STRUCTURES, 2009, 31 (11) : 2643 - 2655
  • [7] Improving the inverse compensation method for real-time hybrid simulation through a dual compensation scheme
    Chen, Cheng
    Ricles, James M.
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2009, 38 (10) : 1237 - 1255
  • [8] Real-time hybrid testing using the unconditionally stable explicit CR integration algorithm
    Chen, Cheng
    Ricles, James M.
    Marullo, Thomas M.
    Mercan, Oya
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2009, 38 (01) : 23 - 44
  • [9] Data-driven Arbitrary Polynomial Chaos Expansion on Uncertainty Quantification for Real-time Hybrid Simulation Under Stochastic Ground Motions
    Chen, M.
    Guo, T.
    Chen, C.
    Xu, W.
    [J]. EXPERIMENTAL TECHNIQUES, 2020, 44 (06) : 751 - 762
  • [10] Cumulative formation of response surface and its use in reliability analysis
    Das, PK
    Zheng, Y
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2000, 15 (04) : 309 - 315