期刊文献+

张拉整体结构的智能化找形研究进展

Review of Intelligent Form-finding Methods for Tensegrity Structure
下载PDF
导出
摘要 近年来,“未来的结构体系”张拉整体结构得到学术界的广泛关注。其中,找形是张拉整体结构设计的关键步骤,即确定结构的平衡状态的过程。随着人工智能逐渐应用到各个领域,张拉整体结构的智能找形方法也应运而生,通过使用人工智能技术改进传统的找形方法,以达到简化找形流程的目的。首先介绍人工智能在建筑领域的应用;其次,阐述使用人工智能技术改进张拉整体结构找形方法的研究意义;然后介绍张拉整体结构几种常用的传统的找形方法及其优缺点,再通过调研大量文献,对现在最新的张拉整体结构智能找形方法,特别是优化算法和神经网络方法进行详细介绍和分析;最后,预测并分析总结该领域未来可能的研究方向及相应的发展趋势。 In recent years,the tensegrity structure,known as the“future structural system”,has received widespread attention from the academic community.Among them,form-finding is a key step in the design of a tensegrity structure,which is the process of determining the equilibrium state of the structure.With the gradual application of artificial intelligence in various fields,intelligent form-finding methods for tensegrity structures have also emerged.By using artificial intelligence technology to improve traditional form-finding methods,the goal of simplifying the form-finding process is achieved.Firstly,the application of artificial intelligence in the field of architecture was introduced.Secondly,the research significance of using artificial intelligence technology to improve the form-finding method of the tensegrity structure was elaborated.Then,several commonly used traditional form-finding methods for tensegrity structures and their advantages and disadvantages were introduced.Through extensive literature research,the detailed introduction and analysis were conducted on the latest intelligent form-finding methods for tensegrity structures,especially optimization algorithms and neural network methods.Finally,the possible future research directions and corresponding development trends in this field were predicted and analyzed and summarized.
作者 郭茂祖 李卓璇 李阳 邵首飞 GUO Mao-zu;LI Zhuo-xuan;LI Yang;SHAO Shou-fei(College of Electrical and Information Engineering,Beijing University of Architecture,Beijing 100044,China;Key Laboratory of Beijing on Intelligent Processing of Building Big Data(Beijing University of Civil Engineering and Architecture),Beijing 100044,China)
出处 《科学技术与工程》 北大核心 2024年第12期4824-4833,共10页 Science Technology and Engineering
基金 国家自然科学基金(62271036,62101022,52130809) 北京市自然科学基金(4232021) 北京建筑大学双塔人才培养计划(JDYC20220818) 北京建筑大学青年教师科研能力提升计划(X21083)。
关键词 张拉整体结构 人工智能 找形方法 优化算法 神经网络 tensegrity artificial intelligence form-finding method optimization algorithm neural network
  • 相关文献

参考文献9

二级参考文献81

  • 1陈洪春,张显羽,陈文龙,黄文龙,邱伟,游秋森.实时监控下基于二进制蝴蝶优化算法与特征选择的堆石坝压实质量评估研究[J].水利水电技术(中英文),2021,52(S02):230-237. 被引量:1
  • 2陈联盟,袁行飞,董石麟.索杆张力结构自应力模态分析及预应力优化[J].土木工程学报,2006,39(2):11-15. 被引量:25
  • 3Korkmaz S, Ali N B H, Smith I F C. Configuration of Control System for Damage Tolerance of a Tensegrity Bridge [J]. Advanced Engineering Informatics, 2012, 26(1) : 145-155.
  • 4Fazli N, Abedian A. Design of Tensegrity Structures for Supporting Deployable Mesh Antennas [J]. Scientia Iranica, 2011, 18(5): 1078-1087.
  • 5Rhode-Barbarigos L, Schulin C, Ali N B H, et al. Mechanism-based Approach for the Deployment of a Tensegrity-ring Module [J]. Journal of Structural Engineering, 2012, 138(4) : 539-548.
  • 6Skelton R E, Nagase K. Tensile Tensegrity Structures [J]. International Journal of Space Structures, 2012, 27(2-3): 131-137.
  • 7Zhang J Y, Guest S D, Connelly R, et al. Dihedral ' Star' Tensegrity Structures [J]. International Journal of Solids and Structures, 2010, 47(1): 1-9.
  • 8Murakami H, Nishimura Y. Static and Dynamic Characterization of Regular Truncated Icosahedral and Dodecahedral Tensegrity Modules [J]. International Journal of Solids and Structures, 2001, 38(50-51) : 9359-9381.
  • 9Sultan C. Stiffness Formulations and Necessary and Sufficient Conditions for Exponential Stability of Prestressable Structures [J]. International Journal of Solids and Structures, 2013, 50(14-15) : 2180-2195.
  • 10Tibert A G, Pellegrino S. Review of Form-finding Methods for Tensegrity Structures [J]. International Journal of Space Structures, 2003, 18(4): 209-223.

共引文献26

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部