Comparison of explicit integration algorithms for real-time hybrid simulation
详细信息    查看全文
  • 作者:Fei Zhu ; Jin-Ting Wang ; Feng Jin ; Yao Gui
  • 关键词:Real ; time hybrid simulation ; Integration algorithm ; Delay ; dependent stability and accuracy ; Delay compensation ; Discrete ; time root locus
  • 刊名:Bulletin of Earthquake Engineering
  • 出版年:2016
  • 出版时间:January 2016
  • 年:2016
  • 卷:14
  • 期:1
  • 页码:89-114
  • 全文大小:2,147 KB
  • 参考文献:Benjami CK, Farid G (2003) Automatic control systems, 8th edn. Wiley, New York
    Bonnet RA, Williams MS, Blakeborough A (2008) Evaluation of numerical time-integration schemes for real-time hybrid testing. Earthq Eng Struct Dyn 37(13):1467鈥?490CrossRef
    Chang SY (2002) Explicit pseudodynamic algorithm with unconditional stability. J Eng Mech ASCE 128(9):935鈥?47CrossRef
    Chen C, Ricles JM (2008a) Development of direct integration algorithms for structural dynamics using discrete control theory. J Eng Mech ASCE 134(8):676鈥?83CrossRef
    Chen C, Ricles JM (2008b) Stability analysis of SDOF real-time hybrid testing systems with explicit integration algorithms and actuator delay. Earthq Eng Struct Dyn 37(4):597鈥?13CrossRef
    Chi FD, Wang JT, Jin F (2010) Delay-dependent stability and added damping of SDOF real-time dynamic hybrid testing. Earthq Eng Eng Vib 9(3):425鈥?38CrossRef
    Chung J, Hulbert GM (1993) A time integration algorithm for structural dynamics with improved numerical dissipation鈥攖he generalized-Alpha method. J Appl Mech 60(2):371鈥?75CrossRef
    Gui Y, Wang JT, Jin F, Chen C, Zhou MX (2014) Development of a family of explicit algorithms for structural dynamics with unconditional stability. Nonlinear Dyn 77(4):1157鈥?170CrossRef
    Horiuchi T, Konno T (2001) A new method for compensating actuator delay in real-time hybrid experiments. Philos Trans R Soc A 359(1786):1893鈥?909CrossRef
    Horiuchi T, Inoue M, Konno T, Namita Y (1999) Real-time hybrid experimental system with actuator delay compensation and its application to a piping system with energy absorber. Earthq Eng Struct Dyn 28(10):1121鈥?141CrossRef
    Igarashi A, Iemura H, Suwa T (2000) Development of substructured shaking table test method. In: Proceedings of the 12th World conference on earthquake engineering, Paper No. 1775, Auckland, New Zealand
    Kolay C, Ricles JM (2014) Development of a family of unconditionally stable explicit direct integration algorithms with controllable numerical energy dissipation. Earthq Eng Struct Dyn 43(9):1361鈥?380CrossRef
    Kolay C, Ricles JM, Marullo TM, Mahvashmohammadi A, Sause R (2015) Implementation and application of the unconditionally stable explicit parametrically dissipative KR-伪 method for real-time hybrid simulation. Earthq Eng Struct Dyn 44(5):735鈥?55CrossRef
    Mathworks Inc (2006) Matlab software user鈥檚 guides. Version 2006b, Mathworks, Inc., Natick, Massachusetts
    Mercan O, Ricles JM (2007) Stability and accuracy analysis of outer loop dynamics in real-time pseudodynamic testing of SDOF systems. Earthq Eng Struct Dyn 36(11):1523鈥?543CrossRef
    Mercan O, Ricles JM (2008) Stability analysis for real-time pseudodynamic and hybrid pseudodynamic testing with multiple sources of delay. Earthq Eng Struct Dyn 37(10):1269鈥?293CrossRef
    Mosalam KM, G眉nay S (2014) Seismic performance evaluation of high voltage disconnect switches using real-time hybrid simulation: I. System development and validation. Earthq Eng Struct Dyn 43:1205鈥?222CrossRef
    Nakashima M, Kato H, Takaoka E (1992) Development of real-time pseudo dynamic testing. Earthq Eng Struct Dyn 21(1):79鈥?2CrossRef
    Shao XY, Reinhorn AM, Sivaselvan MV (2011) Real time hybrid simulation using shake tables and dynamic actuators. J Struct Eng ASCE 137(7):748鈥?60CrossRef
    Verma M, Rajasankar J (2012) Improved model for real-time substructuring testing system. Eng Struct 41:258鈥?69CrossRef
    Wallace MI, Sieber J, Neild SA, Wagg DJ, Krauskopf B (2005) Stability analysis of real-time dynamic substructuring using delay differential equation models. Earthq Eng Struct Dyn 34(15):1817鈥?832CrossRef
    Wang JT, Gui Y, Zhu F, Jin F, Zhou MX (2015) Real-time hybrid simulation of multi-story structures installed with tuned liquid damper. Submitted for publication in Structural Control and Health Monitoring, Wiley
    Wu B, Bao H, Ou J, Tian S (2005) Stability and accuracy analysis of the central difference method for real-time substructure testing. Earthq Eng Struct Dyn 34(7):705鈥?18CrossRef
    Wu B, Xu GS, Wang QY, Williams MS (2006) Operator-splitting method for real-time substructure testing. Earthq Eng Struct Dyn 35(3):293鈥?14CrossRef
    Zhu F, Wang JT, Jin F, Zhou MX, Gui Y (2014) Simulation of large-scale numerical substructure in real-time dynamic hybrid testing. Earthq Eng Eng Vib 13(4):599鈥?09CrossRef
    Zhu F, Wang JT, Jin F, Chi FD, Gui Y (2015) Stability analysis of MDOF real-time dynamic hybrid testing systems using the discrete-time root locus technique. Earthq Eng Struct Dyn 44(2):221鈥?41CrossRef
  • 作者单位:Fei Zhu (1)
    Jin-Ting Wang (1)
    Feng Jin (1)
    Yao Gui (2)

    1. State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing, 100084, China
    2. Changjiang Institute of Survey, Planning, Design and Research, Wuhan, 430010, China
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Geotechnical Engineering
    Civil Engineering
    Geophysics and Geodesy
    Hydrogeology
    Structural Geology
  • 出版者:Springer Netherlands
  • ISSN:1573-1456
文摘
Real-time hybrid simulation (RTHS) combines physical experimentation with numerical simulation to evaluate dynamic responses of structures. The inherent characteristics of integration algorithms change when simulating numerical substructures owing to the response delay of loading systems in physical substructures. This study comprehensively investigates the effects of integration algorithms on the delay-dependent stability and accuracy of multiple degrees-of-freedom RTHS systems. Seven explicit integration algorithms are considered; and the discrete-time root locus technique is adopted. It is found that the stability of RTHS system is mainly determined by the time delay rather than the integration algorithms, whereas its accuracy mainly depends on the accuracy characteristic of the applied integration algorithm itself. An unconditionally stable integration algorithm cannot always guarantee good stability performance; and the inherent accuracy or numerical energy dissipation of integration algorithms should be taken into account in RTHSs. These theoretical findings are well verified by RTHSs. Keywords Real-time hybrid simulation Integration algorithm Delay-dependent stability and accuracy Delay compensation Discrete-time root locus

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700