NI Y Q,JIANG S F,KO J M.Application of Adaptive Probabilistic Neural Network to Damage Detection of Tsing Ma Bridge
[3]
张治国,张谢东.基于模态分析理论和神经网络的斜拉桥拉索损伤识别研究
[4]
[J].中南公路工程,2007,32(2):67-72.ZHANG Zhiguo,ZHANG Xiedong.Research on Damage Identification in Stay Cables of Cable-stayed Bridge Based on Modal Analysis Theory and Neural Network
[5]
[J].Central South Highway Engineering,2007,32(2):67-72.
[6]
孙宗光,倪一清,高赞明.基于新奇检测技术的桥梁结构损伤预警方法
[7]
[J].公路交通科技,2007,24(10):72-75.SUN Zongguang,NI Yiqing,GAO Zanming.Damage Alarming of Bridge Structures Based on Novelty Detection Technique
[8]
[J].Journal of Highway and Transportation Research and Development,2007,24(10):72-75.
[9]
[J].公路交通科技,2008,25(8):57-60.SUN Zongguang,WU Xuenan,SU Jian.Damage Locating for Cable-stayed Bridge Based on Stay Cable Tension Measurement
[10]
[J].Journal of Highway and Transportation Research and Development,2008,25(8):57-60.
[11]
杜永峰,张冬兵.曲率模态和神经网络在损伤识别中的应用
[12]
[J].公路交通科技,2007,24(11):77-80.DU Yongfeng,ZHANG Dongbing.Application of Curvature Mode and Neural Network for Damage Identification
[13]
[J].Journal of Highway and Transportation Research and Development,2007,24(11):77-80.
[14]
张育智,李乔,单德山.用于结构损伤位置识别的两种神经网络性能比较
[15]
[J].公路交通科技,2007,24(12):69-74.ZHANG Yuzhi,U Qiao,SHAN Deshan.Performance Comparison of Two Types of Neural Networks Used in Structural Damage Location Identification
[16]
[J].Journal of Highway and Transportation Research and Development,2007,24(12):69-74.
[17]
谢峻,江见鲸,韩大建,等.大跨度斜拉桥损伤识别的三步法
[18]
[J].工程力学,2006,23(8):53-56.XIE Jun,JIANG Jianjing,HAN Dajian,et al.Three-step Method for Damage Detection of Long Span Cable-stayed Bridges
[19]
[J].桥梁建设,2004,159(5):19-22.ZHAO Ling,LI Aiqun.Identification of Damages in Stay Cables of Long-span Cable-stayed Bridges
[20]
LEE J J,LEE J W,YI J H,et al.Neural Networks-based Damage Detection for Bridges Considering Errors in Baseline Finite Element Models
[21]
[J].Journal of Sound and Vibration,2005,280(3/5):555-578.
[22]
姜绍飞,刘明,倪一清,等.大跨悬索桥损伤定位的自适应概率神经网络研究
[23]
[J].土木工程学报,2003,36(8):74-78.JIANG Shaofei,LIU Ming,NI Yiqing,et al.Research on Adaptive Probabilistic Neural Network for Damage Localization of a Long-span Suspension Bridge
[24]
[C]//Proceedings of the International Society for Optical Engineering,USA:Proceeding of SPIE,2001(4337):347-356.
[25]
张清华,李乔,唐亮.基于损伤敏感指标的斜拉桥结构损伤定位研究
[26]
[J].工程力学,2008,25(5):163-169.ZHANG Qinghua,LI Qiao,TANG Liang.Study on Structural Damage Location Identification by Damage Indices for Cablestayed Bridges
[27]
[J].Engineering Mechanics,2008,25(5):163-169.
[28]
孙宗光,伍雪南,苏健.基于斜拉索张力测定的斜拉桥健康诊断
[29]
[J].Engineering Mechanics,2006,23(8):53-56.
[30]
赵玲,李爱群.大跨斜拉桥的拉索损伤识别
[31]
[J].Bridge Construction,2004,159(5):19-22.
[32]
ZHAO Ling,LI Aiqun.Detection of Damage in Cables of Cable-stayed Bridge Using Modal Curvature and Cable Force Change
[33]
[C]//Proceedings of the 3rd International Conference on Earthquake Engineering.Nanjing:Intellectual Property Publishing House,2004(9):944-948.
[34]
赵玲.基于神经网络技术的大跨斜拉桥结构损伤分步识别方法研究
[35]
[D].南京:东南大学,2008.ZHAO Ling.Investigation on Neural Network Technology Based Multiple-step Identification of Structural Damage for Long Span Cable-stayed Bridge
[36]
[D].Nanjing:Southeast University,2008.
[37]
汪永兰.拉索损伤对斜拉桥结构性能影响研究
[38]
[D].南京:东南大学,2004.WANG Yonglan.Investigation on the Effect of Cable Damage on Structural Characteristics of Cable-stayed Bridge
