Data-driven Arbitrary Polynomial Chaos Expansion on Uncertainty Quantification for Real-time Hybrid Simulation Under Stochastic Ground Motions

被引:0
作者
M. Chen
T. Guo
C. Chen
W. Xu
机构
[1] Southeast University,Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education
[2] School of Engineering,undefined
[3] San Francisco State University,undefined
来源
Experimental Techniques | 2020年 / 44卷
关键词
Real-time hybrid simulation; Uncertainty quantification; Polynomial chaos expansion; Arbitrary distribution; Data-driven;
D O I
暂无
中图分类号
学科分类号
摘要
Uncertainties in real-time hybrid simulation include structural parameters and ground motion. Uncertain parameters often do not follow common distribution types. Data-driven arbitrary polynomial chaos constructs optimal orthogonal polynomial basis based on the sample data without distribution assumption. In this study, the data-driven polynomial chaos is compared with other generalized polynomial chaos from the aspects of the rate of error convergence when applied for uncertainty quantification of real-time hybrid simulation. Moreover, uncertainties of ground motion are considered in the RTHS problem to represent the scenarios with more complex input variables. Different statistical indicators are utilized to evaluate the accuracy of the alternative model in comparison with the Monte Carlo simulation results. Compared with generalized polynomial chaos, the data-driven arbitrary polynomial chaos presents potential for uncertainty quantification of real-time hybrid simulation with approximate or better accuracy. Actuator delay in RTHS could change the sensitivity of model output to the random variables.
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页码:751 / 762
页数:11
相关论文
共 53 条
[1]  
Nakashima M(1992)Development of real-time pseudo dynamic testing Earthq Eng Struct Dyn 21 79-92
[2]  
Kato H(1999)Real-time substructure tests using hydraulic actuators J Eng Mech 125 1133-1139
[3]  
Takaoka E(2013)Real time hybrid simulation: from dynamic system, motion control to experimental error Earthq Eng Struct Dyn 42 815-832
[4]  
Darby AP(2008)Development of direct integration algorithms for structural dynamics using discrete control theory J Eng Mech 134 676-683
[5]  
Blakeborough A(2014)Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation Earthq Eng Struct Dyn 43 1361-1380
[6]  
Williams MS(2009)Real-time hybrid simulation for structural control performance assessment Earthq Eng Eng Vib 8 481-492
[7]  
Gao X(2010)Delay-dependent stability and added damping of SDOF real-time dynamic hybrid testing Earthq Eng Eng Vib 9 425-438
[8]  
Castaneda N(2012)Improved adaptive inverse compensation technique for real-time hybrid simulation J Eng Mech 138 1432-1446
[9]  
Dyke SJ(2019)Evaluation of frequency evaluation index based compensation for benchmark study in real-time hybrid simulation Mech Syst Signal Proc 130 649-663
[10]  
Chen C(1938)The homogeneous chaos Am J Math 60 897-936