[1] 邓焱,严普强.桥梁结构损伤的振动模态检测[J].振动、测试与诊断,1999,19(3):157-163.
DENG Yan, YAN Puqiang. Vibrationmode detection of bridge structure damage[J]. Journal of Vibration, Measurement and Diagnosis, 1999, 19(3): 157-163.
[2] 吴向男,徐岳,梁鹏,等.桥梁结构损伤识别研究现状与展望[J].长安大学学报(自然科学版),2013,33(6):49-58.
WU Xiangnan, XU Yue, LIANG Peng, et al. Current status and prospects of bridge structure damage identification[J]. Journal of Changan University (Natural Science Edition), 2013, 33(6): 49-58.
[3] 梁栋,陈红霞,杜延昭,等.基于高斯曲率模态相关系数判断简支T梁桥支座损伤的方法研究[J].四川建筑科学研究,2017,43(2):53-58.
LIANG Dong, CHEN Hongxia, DU Yanzhao, et al.Research on the judgement method of simply supported T-beam bridge bearing damage based on Gauss curvature mode correlation coefficients[J]. Sichuan Building Science, 2017, 43(2): 53-58.
[4] KAMMER D C. Sensor placement for on-orbit modal identification and correlation of large space structures[J]. Journal of Guidance, Control, and Dynamics, 1991, 14(2): 251-259.
[5] KAMMER D C. Sensor set expansion for modal vibration testing[J]. Mechanical Systems & Signal Processing, 2005, 19(4): 700-713.
[6] 余鹏,陈美霞,谢坤.基于有效独立法对圆柱壳结构声振响应预报的测点布置研究[C]∥中国造船工程学会.第十五届船舶水下噪声学术探讨会论文集. 2015:122-129.
YU Peng, CHEN Meixia, XIE Kun. Research onarrangement of measuring points of acoustic vibration response prediction of cylindrical shell structure based on effective independent method[C]∥CSNAME. Proceedings of the 15th Symposium on Underwater Noise of Ships. 2015: 700-713.
[7] 李东升,李宏男,王国新,等.传感器布设中有效独立法的简捷快速算法[J].防灾减灾工程学报,2009,29(1):103-108.
LI Dongsheng, LI Hongnan, WANG Guoxin, et al. Simple and fast computation algorithm of the effective independence for sensor placement[J]. Journal of Disaster Prevention and Mitigation Engineering, 2009, 29(1): 103-108.
[8] 刘伟,高维成,李惠,等.基于有效独立的改进传感器优化布置方法研究[J].振动与冲击,2013,32(6):54-62.
LIU Wei, GAO Weicheng, LI Hui, et al.Improved optimal sensor placement methods based on effective independence[J]. Journal of Vibration and Shock, 2013, 32(6): 54-62.
[9] LI Juelong, ZHANG Xun, XING Jianchun, et al. Optimal sensor placement for long-span cable-stayed bridge using a novel particle swarm optimization algorithm[ J]. Journal of Civil Structural Health Monitoring, 2015, 5(5): 677-685.
[10] 李东升,张莹,任亮,等.结构健康监测中的传感器布置方法及评价准则[J].力学进展,2011,41(1):39-50.
LI Dongsheng, ZHANG Ying, REN Liang, et al.Sensor deployment for structural health monitoring and their evaluation[J]. Advances in Mechanics, 2011, 41(1): 39-50.
[11] 何华,张力文,周建庭,等.基于EI及MAC算法的连续刚构桥传感器优化布置[J].重庆交通大学学报(自然科学版),2011,30(5):921-924.
HE Hua, ZHANG Liwen, ZHOU Jianting, et al. Optimalsensor placement of continuous rigid frame bridge using algorithm based on effective independence and modal assurance criterion methods[J]. Journal of Chongqing Jiaotong University(Natural Science), 2011, 30(5): 921-924.
[12] RAO A R M, ANANDAKUMAR G. Optimal placement of sensors for structural system identification and health monitoring using a hybrid swarm intelligence technique[J]. Smart Materials & Structures, 2007, 16(6): 26-38.
[13] 周林,赵杰,冯广飞.装备故障预测与健康管理技术[M].北京:国防工业出版社,2015:84-86.
ZHOU Lin, ZHAO Jie, FENG Guangfei.Equipment Failure Prediction and Health Management Technology[M]. Beijing: National Defense Industry Press, 2015: 84-86.
[14] 董小圆,彭珍瑞,殷红,等.传感器优化布置的距离系数-Fisher信息准则[J].智能系统学报,2017,12(1):32-37.
DONG Xiaoyuan, PENG Zhenrui, YIN Hong, et al. Distance coefficient-fisher information criterion for optimal sensor placement[J]. CAAI Transactions on Intelligent Systems, 2017, 12(1): 32-37.
[15] BRINCKER R, VENTURA C. Introduction to Operational Modal Analysis[M]. New York: John Wiley and Sons, 2015.
[16] 单德山,黄珍,李乔.桥梁结构运营模态参数识别方法对比[J].桥梁建设,2017,47(5):27-32.
SHAN Deshan, HUANG Zhen, LI Qiao. Comparison of operational modal parameter identification methods for bridge structures[J].Bridge construction, 2017, 47(5): 27 -32. |