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Author:

Hong, Y. (Hong, Y..) | Tang, Z. (Tang, Z..) | Wang, S. (Wang, S..) | Yang, X. (Yang, X..) | Li, Z. (Li, Z..)

Indexed by:

Scopus PKU CSCD

Abstract:

To ensure the realization of real-time substructure test, based on the concept of gain margin, a stability analysis method that can consider the influence of the comprehensive factors of real-time dynamic substructuring (RTDS) system was proposed. The coupling effect of numerical integration algorithm and loading system on the stability of real-time substructure test system was studied. The analysis results show that the numerical integration algorithm may enhance or reduce the stability of RTDS system in different cases. Moreover, the deficiency of the simplified model used to analyze the dynamic characteristics of the loading system is improved by this stability analysis method. © 2019, Editorial Department of Journal of Beijing University of Technology. All right reserved.

Keyword:

Coupling effect; Loading system; Numerical integration algorithm; Real-time dynamic substructuring; Stability

Author Community:

  • [ 1 ] [Hong, Y.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Tang, Z.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Wang, S.]Beijing Industrial Designing & Researching Institute Co., Ltd, Beijing, 100055, China
  • [ 4 ] [Yang, X.]China Architecture Design & Research Group, Beijing, 100044, China
  • [ 5 ] [Li, Z.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address:

  • [Tang, Z.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of TechnologyChina

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Source :

Journal of Beijing University of Technology

ISSN: 0254-0037

Year: 2019

Issue: 3

Volume: 45

Page: 221-228

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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