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润扬大桥结构健康监测策略 被引量:36

Monitor strategy for the structural health monitoring system of Runyang Bridge
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摘要 对建立大跨桥梁结构健康监测系统的关键问题———大跨桥梁结构健康监测策略进行了分析研究,阐述了大跨桥梁结构健康监测项目的选择依据、传感器优化布设的原则与主要依据、传感器选择的原则等.提出了综合考虑大桥的结构特点和各个方面对系统功能的要求,通过费用效益比分析,确定长期监测和周期检测内容的项目选择原则.关于传感器的布设,提出了遵循从状态评估的需要出发,以有效和经济为目标,使测点能够发挥最大效应的原则,综合结构安全评估、传感器布设优化理论等因素进行优化布设的方法.在有限元分析的基础上,应用遗传算法进行了润扬大桥结构健康监测系统振动和应变传感器优化布置的理论分析.然后进行了润扬大桥结构健康监测传感器系统的总体设计. A key problem in establishing the health monitoring system for large span bridge structures, namely the strategy for the health monitoring of large span bridges, is analyzed and investigated. The basis of selecting the monitoring items, the principle and foundation of the optimizing arrangement for transducers, and the policy for the selection of transducers are presented. In selecting the monitoring items, it is proposed that the long-term and periodic inspection contents are determined by analyzing the ratio of expense to benefit based on a comprehensive consideration for the structural characteristics of the bridge as well as the system function requirement from various aspects. With regard to the arrangement for transducers, the optimizing technique of making the measurement points bring the maximum effects by colligating the theories of structural safety evaluation and sensor arrangement optimization, so as to satisfy the requirement of status evaluation and achieve a goal of efficiency and economy, is presented. Based on the finite element analysis for the Runyang Yangtze River Bridge, the simulation analyses for the vibration of structural health monitoring system and the optimizing layout of strain transducers are performed using the genetic arithmetic. An overall plan of the transducer systems used for the health monitoring of the Runyang Bridge is then conducted.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2005年第5期780-785,共6页 Journal of Southeast University:Natural Science Edition
基金 国家自然科学基金资助项目(50378017)
关键词 结构健康监测 传感器 优化布置 有限元模型 structural health monitoring sensor optimum placement finite element model
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  • 1王茂章.用作智能材料的炭纤维[J].新型炭材料,1996,11(4):11-17. 被引量:3
  • 2张启伟.桥梁结构模型修正与损伤识别.同济大学博士论文[M].,1999..
  • 3秦权.大型桥梁安全监测系统(悬索桥).国家攀登B课题1997年度总报告[M].清华大学,1997..
  • 4欧进萍.重大工程结构的累积损伤与安全度评定.走进21世纪的中国力学-中国科协第9次“青年科学家论坛”报告文集[M].北京:清华大学出版社,1996..
  • 5欧进萍.重大工程结构的损伤与安全度评定.走向21世纪的中国力学-中国科协第9次“青年科学家论坛”报告文集[M].清华大学出版社,1996.179-189.
  • 6蔡得所.大坝裂缝光纤监测技术研究及坝基稳定性分析.哈尔滨建筑大博士后报告[M].,1998..
  • 7刘群 何思龙.形状记忆合金用于结构模型控振模拟研究.中国结构控制新进展(第一届全国结构控制会议论文集)[M].,1998..
  • 8袁慎芳.进行损伤评估的智能材料结构的研究[M].南京:南京航空航天大学,1996..
  • 9Wang B S, Liang X B, NiYQ, etal. Comparative study of damage indices in application to a ling-span suspension bridge[A]. In: Ko J M, Xu Y L, eds.proceedings of the International Conference on Advances in Strctural Dynamics[C].Hong Kong:the Hongkong Polytechnic University,2000.1085-1092
  • 10Stubbs N, Kim J T. Damage localization in structures without baseline model parameters[J].AIAA J, 1996, 34(8) : 1644-1649.

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