Journal of Applied Science and Engineering

Published by Tamkang University Press

1.30

Impact Factor

2.10

CiteScore

Wei-Hua Meng1This email address is being protected from spambots. You need JavaScript enabled to view it., Da-Jun Wang1, and Ya-Wei Ma2

1Gansu Institute of Architectural Design and Research Co., Ltd, Lanzhou 730030, China

2College of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China


 

 

Received: February 19, 2024
Accepted: May 5, 2024
Publication Date: July 15, 2024

 Copyright The Author(s). This is an open access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.


Download Citation: ||https://doi.org/10.6180/jase.202505_28(5).0016  


Genetic algorithm with storage mechanism and adaptive cross mutation is proposed to solve the problem of difficulty in optimizing the prestress of string supported lattice shell structures. Firstly, storage mechanism strategy is introduced into genetic algorithm(GA) to sort the individuals in the population in real-time, fully utilizing the direction information and search state of the current population. Then, heuristic adaptive crossover strategy and non-uniform adaptive mutation strategy are introduced to achieve adaptive adjustment of crossover mutation probability factor, effectively avoiding the population from falling into local optimal solutions in the later stage of iteration. Test function simulation experiments and engineering case applications show that compared with IGA, GDOIGA and IMPGA, AMCGA has fewer iterations, stronger global search ability, and higher quality of optimal solutions. When it is applied in prestress optimization of chord supported lattice shell structures, it has higher optimization efficiency and better optimization effect.


Keywords: chord supported lattice shell structure; genetic algorithm; prestress optimization; heuristic adaptive crossover strategy; non-uniform adaptive mutation strategy


  1. [1] S. Dong, L. Hongchuang, and Y. Wang, (2023) “Morphological optimal design and full-process simulation on construction and loading of a novel sunflower-type suspendome with tri-strut layout as stadium canopy" spatial structures 29(3-17): DOI: 10.13849/j.issn.1006-6578.2023.04.003.
  2. [2] Q. Ma, Z. Chen, Y. Xiangyu, and C. Zhou, (2019) “Structural design of cable-supported reticulated shell roof of Guangrao International Expo Center" Building Structure 49(13-18): DOI: 10.19701/j.jzjg.2019.04.003.
  3. [3] W. Xing, Z. Li-zhuang, and F. Ji-gao. “Local stability analysis for composite plate-cone reticulated shell”. In: 2011 IEEE 2nd International Conference on Computing, Control and Industrial Engineering. 1. 2011, 151–154. DOI: 10.1109/CCIENG.2011.6007980.
  4. [4] d. Chen, x.-x. Wang, and Z.-d. Xu. “Stability of singlelayer spherical reticulated shell with imperfections”. In: 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). 2011, 5454–5458. DOI: 10.1109/ICETCE.2011.5776132.
  5. [5] W. Lai, L. Boshun, and Y. Ning. “Health monitoring analysis for reticulated shell of China University of petroleum gymnasium”. In: 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). 2011, 6005–6008. DOI: 10.1109/ICETCE.2011.5774531.
  6. [6] D. Chen, X.-x. Wang, and Z.-d. Xu. “Dynamic failure of double deck spherical reticulated shell with imperfections”. In: 2011 Second International Conference on Mechanic Automation and Control Engineering. 2011, 6295–6299. DOI: 10.1109/MACE.2011.5988479.
  7. [7] M. Yang, Z. Xu, and M. Yang. “Research on dynamic collapse model of reticulated shell structures”. In: 2011 International Conference on Remote Sensing, Environment and Transportation Engineering. 2011, 644–647. DOI: 10.1109/RSETE.2011.5964359.
  8. [8] S. Dong, Y. Wang, and L. Hongchuang, (2022) “Structural form innovation and initial prestress analysis on drum-shaped honeycomb-type cable domes with multistrut layout" spatial structures 28(3-15): DOI: 10.13849/j.issn.1006-6578.2022.03.003.
  9. [9] Y. Chen, X. Zhang, B. Shen, K. Ma, H. Long, and H. Wang, (2019) “The progressive collapse mechanism and collapse control for long-span prestressed double-layer combined twisted lattice shell" Journal of Applied Mechanics 36(316-325+504):
  10. [10] Z. Jiang, L. Quanpan, S. Kairong, Z. Ruan, J. Lv, and B. Luo, (2018) “Prestress optimization of suspended dome structuresbased on mixed intelligent optimization algorithm" Journal of South China University of Technology(Natural Science Edition) 46(36-42):
  11. [11] Z. Zhang, X. Zhi, Q. Li, and E. Wang, (2018) “Type selection and prestressed tension simulation of a new type of cable supported single-layer spherical reticulated shells" engineering mechanics 35(193-202+211):
  12. [12] D. Xing, J. He, C. Liu, and S. Dong, (2018) “Simplified calculation method and experimental research on prestressed folded-plane reticulated shell" industrial construction 48(130-134): DOI: 10.13204/j.gyjz201806024.
  13. [13] H. Yang, X. Sha, and K. Xiong, (2019) “Morphogenesis technique for prestressed single-layer reticulated shells based on vertical moving of node" spatial structures 25(25-30): DOI: 10.13849/j.issn.1006-6578.2019.02.025.
  14. [14] D. Deng, J. Zou, Y. Zheng, and W. Dai, (2023) “Study on cable force test of large -span space structure prestressed cable" Building Structure 53(24): 43–47+14. DOI: 10.19701/j.jzjg.20221851.
  15. [15] T. Xiao, K. Ma, Y. Lu, and p. Wu, (2023) “Dynamic stability of new steel vierendeel sandwich prestressed composite twisted reticulated shell" Spatial Structures 29(02): 3–10. DOI: 10.13849/j.issn.1006-6578.2023.02.003.
  16. [16] S. Liu and W. Huang, (2018) “Comparison of Schemes for Hoop Cable Pre-stress in the Optimization Design of Suspendome Structures" Progress in Steel Building Structures 20(06): 87–96. DOI: 10.13969/j.cnki.cn31-1893.2018.06.011.
  17. [17] J. Wang and B. Li, (2021) “Structural Design Optimization and Prestress Simulation of the LaminateContainment Launcher" IEEE Transactions on Plasma Science 49(9): 3003–3008. DOI: 10.1109/TPS.2021.3101951.
  18. [18] L. Cheng, Y. Jiang, C. Ma, J. Yang, J. Chen, S. Yuan, and Z. Xu, (2023) “A Safety Monitoring Method for Anchor Cable Prestress During Slope Construction Based on Spatial Clustering and a Bayesian Panel Vector Autoregression Model" IEEE Access 11: 84860–84875. DOI: 10.1109/ACCESS.2023.3303329.
  19. [19] B. Raj, I. Ahmedy, M. Y. I. Idris, and R. M. Noor, (2022) “A Hybrid Sperm Swarm Optimization and Genetic Algorithm for Unimodal and Multimodal Optimization Problems" IEEE Access 10: 109580–109596. DOI: 10.1109/ACCESS.2022.3208169.
  20. [20] A. Awad, A. Hawash, and B. Abdalhaq, (2023) “A Genetic Algorithm (GA) and Swarm-Based Binary Decision Diagram (BDD) Reordering Optimizer Reinforced With Recent Operators" IEEE Transactions on Evolutionary Computation 27(3): 535–549. DOI: 10.1109/TEVC.2022.3170212.
  21. [21] Y. Shen, G. Yang, Y. Wang, and R. Luo, (2018) “Optimization control of active cable-cylindrical reticulated shells based on improved genetic algorithm" spatial structures 24(42-48+61): DOI: 10.13849/j.issn.1006-6578. 2018.04.042.
  22. [22] H. Liu, D. Zhao, and X. Yang, (2022) “Prediction and analysis for Time limits of prestress loss based on genetic algorithms" industrial construction 52(39-45): DOI: 10.13204/j.gyjzg22060906.


    



 

2.1
2023CiteScore
 
 
69th percentile
Powered by  Scopus

SCImago Journal & Country Rank

Enter your name and email below to receive latest published articles in Journal of Applied Science and Engineering.