Structural Damage Identification Based on Strain Modal Flexibility Curvature
ZHUO De-Bing, TAO Jie
(1.College of Resources and Planning Sciences,Jishou University,Zhangjiajie 427000,Hunan China;2.Shandong Consultant Co. LTD of Electric Engineering,Jinan 250013,China)
[1] HOON SOHN,CHARIES R FARRAR,FRANCOIS HEMEZ,et al.A Review of Structural Health Monitoring Literature:1996—2001[R].Los Alamos National Laboratory Report LA-13976-MS,2002.[2] 董聪,丁辉,高嵩.结构损伤识别和定位的基本原理和方法[J].中国铁道科学,1999,20(3):89-94.[3] 姜德生,罗裴,梁磊.光纤布拉格光栅传感器与基于应变模态理论的结构损伤识别[J].传感器技术,2003(2):17-19.[4] 陆秋海,周舟,李德葆,等.结构应变模态辨识的特征系统实现方法[J].机械强度,2004,26(1):001-005.[5] 顾培英,丁伟农.模态试验在梁损伤诊断中的应用研究[J].振动与冲击,2004,23(3):60-63.[6] 顾培英,陈厚群,李同春,等.用应变模态技术诊断梁结构的损伤[J].地震工程与工程振动,2005,25(4):50-53.[7] 顾培英,陈厚群,李同春,等.基于应变模态差分原理的直接定位损伤指标法[J].振动与冲击,2006,25(4):13-17.[8] 瞿伟廉,秦文科.输电塔法兰联结节点螺栓松动损伤诊断改进的模糊模式识别方法[J].地震工程与工程振动,2006,26(6):138-143.[9] 陈晓强,朱宏平,閤东东.基于伪比能的梁式结构损伤识别[J].振动与冲击,2008,27(2):29-33.[10] PEETERS B,MAECK J,ROECK G D.Vibration-Based Damage Detection in Civil Engineering:Excitation Sources and Temperature Effects[J].Smart Materials and Structures,2001,10:518-527.[11] A DERAEMAEKER,E REYNDERS,G DE ROECK,et al.Vibration-Based Structural Health Monitoring Using Output-Only Measurements Under Changing Environment[J].Mechanical Systems and Signal Processing,2008,22:34-56.[12] 彭细荣,路新瀛,陈肇元.结构应变模态识别的随机子空间方法[J].振动与冲击,2008,27(6):4-6.[13] 曹晖,林秀萍.结构损伤识别中噪声的模拟[J].振动与冲击,2010,29(5):106-109.[14] 陶杰.基于随机子空间方法的结构模态分析及损伤识别[D].重庆:重庆大学,2009.[15] 曹晖,MICHAEL I FRISWELL.基于模态柔度曲率的损伤检测方法[J].工程力学,2006,23(4):33-38.