| [1] Thomas E N, Stephen D I, Bart H, et al. Technical findings, lessons learned, and recommendations resulting from the Helios prototype vehicle mishap. RTO-MP-AVT-145,2004.[2] Marc B, Arne V, Yves G, et al. Solar impulse-ground vibration testing and finite element model validation of a lightweight aircraft. IFSD-2011-132, 2011.[3] Giulio R, Giacomo F, Cestino E, et al. HELIPLAT: design, aerodynamic, structural analysis of long-endurance solar-powered stratospheric platform. Journal of Aircraft, 2004, 41(6): 1505-1520.[4] Zhang G Y, Liu J M. Measurement of Lupu arch bridge vibration characteristics. Journal of Vibration and Shock, 2008, 27(9): 167-170. (in Chinese) 章关永,刘进明. 上海卢浦大桥主桥动力特性测试研究. 振动与冲击, 2008, 27(9): 167-170.[5] Li H, Yao H L, Wen B C, et al. Identification of modal parameters for high-rise structures based on wavelet transform method. Journal of Vibration and Shock, 2005, 24(5): 96-98. (in Chinese) 李鹤,姚红良,闻邦椿,等. 基于小波变换方法的高层建筑模态参数辨识. 振动与冲击,2005,24(5): 96-98.[6] Shi D F, Xu F, Shen F, et al. Modal parameter identification of structure in ambient excitation. Acta Aeronautica et Astronautica Sinica 2004, 25(2): 125-129. (in Chinese) 史东锋,许锋,申凡,等. 结构在环境激励下的模态参数辨识. 航空学报, 2004,25(2): 125-129.[7] Zhan Q, Zhou Y, Ye Q W, et al. Detection of bridge cable force based on ERA. Journal of Electronic Measurement and Instrument, 2010, 24(8): 743-747. (in Chinese) 占晴,周宇,叶庆卫,等. 基于ERA算法的大桥斜拉索索力检测方法. 电子测量与仪器学报,2010,24(8): 743-747.[8] Zhao D P, Tian D, Xu B Q, et al. Aerodynamic load experiment of wind turbine blade model. Journal of Agricultural Machine Research, 2010, 1(1): 202-205. (in Chinese) 赵丹平,田德,徐宝清,等. 风力发电机组叶片模型气动载荷实验. 农机化研究,2010,1(1): 202-205.[9] Li H, Xie J, Li G Q, et al. Study on the feasibility of car-carried flutter test. Flight Dynamics, 2010, 28(5): 75-78. (in Chinese) 李翰,解江,李公权,等. 车载颤振试验可行性研究. 飞行力学,2010,28(5): 75-78.[10] Zhou Z, He J P, Wu Y H, et al. Measurement technique based on the FBG-BOTDAR for infrastructures. China Civil Engineering Journal, 2010, 43(3): 111-118. (in Chinese) 周智,何建平,吴源华,等. 土木结构的光纤光栅与布里渊共线测试技术. 土木工程学报,2010,43(3): 111-118.[11] Wu Z X, Yan D M, Li Z Q. Multi-parameter monitoring system based on FBG for bridge structure. Journal of Applied Optics, 2009, 30(11): 114-117. (in Chinese) 吴朝霞,阎冬梅,李志全. 光纤光栅多参数桥梁结构监测系统的研究. 应用光学,2009,30(11): 114-117.[12] Sun S C. Application study of structural health monitoring technique to Guomao railway station. Railway Engineering, 2009(5): 65-68. (in Chinese) 孙胜臣. 地铁国贸站结构健康监测技术的应用. 铁道建筑,2009(5): 65-68.[13] Kuang W, Song C S. Dynamic strain measurement of a simply supported plate based on FBG distributed sensing. Journal of WUT: Information & Management Engineering, 2010, 32(4): 583-587. (in Chinese) 匡维,宋春生. 基于FBG分布式传感的简支板动态应变测量. 武汉理工大学学报:信息与管理工程版,2010,32(4): 583-587.[14] Yuan S F, Qiu L, Wang Q, et al. Application research of a hybrid piezoelectric-optic fiber integrated structural health monitoring system. Acta Aeronautica et Astronautica Sinica, 2009, 30(2): 348-356. (in Chinese) 袁慎芳,邱雷,王强,等. 压电-光纤综合结构健康监测系统的研究及验证. 航空学报,2009,30(2): 348-356.[15] Schweikhard K A, Richards W L, Theisen J, et al. Flight demonstration of X-33 vehicle health management system components on the F/A-18 systems research aircraft. NASA/TM-2001-209037, 2001.[16] William L K, Richards W L, Fleischer V T. Application of KO displacement theory to the deformed shape predictions of the doubly-tapered Ikhana wing. NASA/TP-2009-214653, 2009. |
CJA
