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空间网格结构损伤探测的研究进展 被引量：3

ADVANCES IN DAMAGE DETECTION IN SPATIAL LATTICE STRUCTURES
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摘要 空间网格结构损伤探测技术是目前结构工程领域研究的热点和难点.根据国内外的最新文献信息,讨论了损伤探测技术在空间网格结构中的应用及最新的研究进展,对现有文献中的方法进行了分类和评述.重点介绍了目前比较适用的柔度法和模型修正方法,对该领域中尚存在的问题进行了讨论,对今后的发展方向及趋势进行了展望. Damage detection in spatial lattice structures is an important subject in the present structural engineering field. Its applications and recent research advances are reviewed in this paper. The classification and the basic idea of various methods are discussed. The flexibility methods and the model updating methods are paid a special attention. Some questions existing in the theory and applications are presented, and some future research trends on damage detection of spatial lattice structures are outlined.
作者 刘伟 高维成 沈世钊
机构地区 哈尔滨工业大学航天学院 哈尔滨工业大学土木工程学院
出处 《力学与实践》 CSCD 北大核心 2005年第1期7-13,63,共8页 Mechanics in Engineering
基金 国家自然科学基金项目(50478030)黑龙江省科技攻关计划项目(GC04C101)资助.
关键词 空间网格结构 损伤探测 柔度法 模型修正 工程 领域 文献 技术 国内外 趋势 spatial lattice structure, damage detection, flexibility methods, model updating
分类号 O329 [理学—一般力学与力学基础] TU35 [建筑科学—结构工程]
  • 相关文献

参考文献25

  • 1沈世钊.大跨空间结构的发展——回顾与展望[J].土木工程学报,1998,31(3):5-14. 被引量：158
  • 2胡宁 王翔 等.一种结构损伤识别的新方法[J].振动工程学报,1998,11.
  • 3王中东,夏熙梅,陈塑寰.基于剩余模态力分析方法的结构损伤识别[J].吉林工业大学自然科学学报,1999,29(3):61-66. 被引量：9
  • 4綦宝晖,邬瑞锋,蔡贤辉,李桂华.一种桁架结构损伤识别的柔度阵法[J].计算力学学报,2001,18(1):42-47. 被引量：39
  • 5Pandey AK, Biswas M. Damage diagnosis of truss structures by estimation of flexibility change. International Journal of Analytical and Experimental Modal Analysis,1995, 10(2): 104～117
  • 6Bernal D. Load vectors for damage localization. ASCE Journal of Engineering Mechanics, 2002, 128(1): 7～14
  • 7Bernal D, Gunes B. Damage localization in output-only systems: A flexibility based approach. In: IMAC-XX, Los Angeles, California, 2002. 1185～1191
  • 8Gao Yong, Ruiz-Sandoval ME, Spencer BF. Flexibilitybased damage localization employing ambient vibration. In: 15th ASCE Engineering Mechanics Conference. New York, NY: Columbia University, 2002, 6:1～8
  • 9Berman A, Nagy EJ. Improvement of large analytical model using test data. AIAA Journal, 1983, 21(8):1168～1173
  • 10Kabe AM. Stiffness matrix adjustment using mode data. AIAA Journal, 1985, 23(9): 1431～1436

二级参考文献30

  • 1李洪泉,欧进萍.剪切型钢筋混凝土结构的地震损伤识别方法[J].哈尔滨建筑大学学报,1996,29(2):8-12. 被引量：19
  • 2胡宁 王翔 等.一种结构损伤识别的新方法[J].振动工程学报,1998,11.
  • 3Suddarth SC, Holden ADC. Symbolic-neural systems and the use of hints for developing complex systems. Int J of Man-Machine Studies, 1991, 35(3): 291-312.
  • 4Yin HF, Liang P. A connectionist incremental expert system combining production systems and associative mereory. International Journal of Pattern Recognition and Artificial Intelligence, 1991, 5(4): 523-544.
  • 5Passino KM, Antsaklis PJ. A multiplayer perception solution to the match phase problem in rule--based artificial intelligence systems. IEEE Trans on Knowledge and Data Eng, 1992, 4(3): 290-297.
  • 6Chen SS, Kim S. Neural network based signal monitoring in a smart structural system. In: Sirkis JS ed. Smart Structures and MateriaLs 1994: Smart Sensing, Processing and Instrumentation, SPIE, 1994, 2191:176-186.
  • 7Mitsuru Nakamura, Masri Sami F, Anataasios G, et al. A method for nonparametric damage detection through the use of neural networks. Earthquake Engineering and Structural Dynamics, 1998, 27:997-1010.
  • 8Kaminski PC. The approximate location of damage through the analysis of natural frequencies with artificial neural networks. Journal of Process Mechanical Engineering, 1995, 209:117-123.
  • 9Anatha tL-mn S, Johnson VT. Damage assessment of composite structures-a fuzzy logic integrated neural network approach. Computer & Structures, 1995, 57(3): 491-502.
  • 10Kirkega-rd PH, Rytter A. The use of neural networks for damage detection and location in a steel member. In: Neural Networks and Combinatorial Optimization in Civil and Structural Engineering. Edinburgh, UK, 1993. 1-9.

共引文献205

同被引文献23

  • 1高维成,刘伟,邹经湘.基于结构振动参数变化的损伤探测方法综述[J].振动与冲击,2004,23(4):1-7. 被引量：46
  • 2高维成,刘伟.网壳结构损伤识别的数值模拟及试验研究[J].工程力学,2006,23(10):111-117. 被引量：6
  • 3沈祖炎，陈扬骥．网架与网壳[M]．上海：同济大学出版社，1996．
  • 4Doebling S W,Farrar C R,Prime M B,et al.Damage Identification and Health Monitoring of Structural and Mechanical Systems From Changes in their Vibration Characteristics:A literature Review[A].Los Alamos National Laboratory Report,LA-13070-MS,1996,1-91.
  • 5Sohn H,Farrar C R,Hemez F M,et al.A Review of Structural Health Monitoring Literature:1996-2001[A].Los Alamos National Laboratory Report,LA-13976-MS,2003,1-237.
  • 6Kaouk M,Zimmerman D C,Simmermacher T W.Assessment of Damage Affecting All Structural Properties Using Experimental Modal Parameters[J].Journal of Vibration and Acoustics,Transactions of the ASME.2000,122:456-462.
  • 7O'Callahan J.A Processing for an Improved Reduced System (IRS) Model[J].Proceedings of 7th International Modal Analysis Conference,1989,17-21.
  • 8Gysin H.Comparison of Expansion Methods for FE Modeling Error Localization[J].Proceedings of 8th International Modal Analysis Conference,1990,195-204.
  • 9Schedlinski C,Link M.An Approach to Optimal Pick-Up and Exciter Placement[A].Proceedings of the 14th International Modal Analysis Conference,1996,1-7.
  • 10Doebling S W.Minimum-rank optimal update of elemental stiffness parameters for structural damage identification[J].AIAA Journal.1996,34(12):2615～2621.

引证文献3

二级引证文献41

力学与实践
2005年 第1期

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