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Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure

Received: 08 September 2020    Accepted:     Published: 17 October 2020
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Abstract

In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.

DOI 10.11648/j.sd.20200805.15
Published in Science Discovery (Volume 8, Issue 5, October 2020)
Page(s) 101-106
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Hybrid Simulation Test, Nonlinear Cable, Combined Deformation, Numerical Simulation Test, Nonlinear Steel-Cable Structure

References
[1] 李清.悬索结构的建构及艺术呈现研究[D].大庆:东北石油大学土木建筑工程学院,2013.
[2] 蓝天.中国空间结构七十年成就与展望[J].建筑结构,2019,49(19):5-10.
[3] 王震,李国强.整体结构混合火灾试验原理及数值仿真分析[J].防灾减灾工程学报, 2012,36(03):409-414.
[4] 董成.含速度相关型阻尼器的结构混合仿真研究[D].南京:南京理工大学理学院,2017.
[5] 张祁,董成,徐志洪.含粘弹性阻尼器结构的实时混合仿真研究[J].南京理工大学学报,2017,41(5):623-626.
[6] 刘振邦,张祁,徐志洪.含非线性拉杆的拱结构的混合仿真研究[J].南京理工大学学报,2018,42(5):547-551.
[7] Nakashima M. Development potential and limitations of real-time online(Pseudo-dynamic) testing[J]. Philosophical Transactions of the Royal Society of London Series A-Mathematical Physical and Engineering sciences, 2001, 359(1786):1851-1867.
[8] Shao X, Enyant G. Development of a versatile hybrid testing system for seismic experimentation[J]. Experimental Techniques, 2015, 38(6):44-60.
[9] 郝伟.基于OpenFresco软件的混合试验方法[D].哈尔滨:哈尔滨工业大学土木工程学院,2011.
[10] 张兴虎,马磊,隋龑,等.空间结构SRT混合仿真试验技术研究[J].西安建筑科技大学学报,2014,46(03):329-332.
[11] 龙驭球,包世华,袁驷,等.结构力学1——基本教程[M].北京:高等教育出版社,2012.
[12] 李阳.建筑膜材料和膜结构的力学性能研究与应用[D].上海:同济大学土木工程学院,2007.
[13] 徐斌.MATLAB有限元结构力学分析与工程应用[M].北京:清华大学出版社,2009.
[14] 张岳.MATLAB程序设计与应用基础教程(第2版)[M].北京:清华大学出版社,2016.
[15] Paul L. Drazina, Sanjay Govindjee. Hybrid simulation theory for a classical nonlinear dynamical system[J]. Journal of Sound and Vibration, 2017, 392:240-259.
Author Information
  • Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, China

  • School of Science, Nanjing University of Science and Technology, Nanjing, China

  • Department of Civil Engineering, Nanjing University of Science and Technology, Nanjing, China

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  • APA Style

    Zhang Yong, Xu Zhihong, Chen Jiahao. (2020). Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Science Discovery, 8(5), 101-106. https://doi.org/10.11648/j.sd.20200805.15

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    ACS Style

    Zhang Yong; Xu Zhihong; Chen Jiahao. Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Sci. Discov. 2020, 8(5), 101-106. doi: 10.11648/j.sd.20200805.15

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    AMA Style

    Zhang Yong, Xu Zhihong, Chen Jiahao. Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure. Sci Discov. 2020;8(5):101-106. doi: 10.11648/j.sd.20200805.15

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  • @article{10.11648/j.sd.20200805.15,
      author = {Zhang Yong and Xu Zhihong and Chen Jiahao},
      title = {Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure},
      journal = {Science Discovery},
      volume = {8},
      number = {5},
      pages = {101-106},
      doi = {10.11648/j.sd.20200805.15},
      url = {https://doi.org/10.11648/j.sd.20200805.15},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.sd.20200805.15},
      abstract = {In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.},
     year = {2020}
    }
    

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  • TY  - JOUR
    T1  - Hybrid Simulation Study on Cooperative Deformation of Nonlinear Steel-Cable Structure
    AU  - Zhang Yong
    AU  - Xu Zhihong
    AU  - Chen Jiahao
    Y1  - 2020/10/17
    PY  - 2020
    N1  - https://doi.org/10.11648/j.sd.20200805.15
    DO  - 10.11648/j.sd.20200805.15
    T2  - Science Discovery
    JF  - Science Discovery
    JO  - Science Discovery
    SP  - 101
    EP  - 106
    PB  - Science Publishing Group
    SN  - 2331-0650
    UR  - https://doi.org/10.11648/j.sd.20200805.15
    AB  - In this paper, a hybrid simulation test method is used to study the cooperative deformation of nonlinear steel-cable structures. The general structural deformation analysis methods include the overall structure model test method and the numerical simulation method. The overall structure model test method is costly and the process is complicated; the numerical simulation method requires high requirements and requires prior knowledge of the constitutive relationship of the structure or component. The hybrid simulation test method combines the advantages of the two, that is, the entire structure is divided into two, one part is used as a test substructure for model testing, and the other is used as a numerical substructure for numerical simulation. In this study, the nonlinear cable is used as the experimental substructure for model test, and the rest of the cable is used as the numerical substructure for numerical simulation. Through the synchronous interactive feedback of the data between the two, the combined deformation of the nonlinear frame-type steel-cable structure is gradually obtained. Finally, the results of the hybrid simulation test are compared with the results of the numerical simulation test to verify the effectiveness of the hybrid simulation test method. The research in this paper can provide a new method for the combined deformation calculation of nonlinear steel-cable structures.
    VL  - 8
    IS  - 5
    ER  - 

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