引文
[1]李宏男,李东升.土木工程结构安全性评估、健康监测及诊断述评[J].地震工程与工程振动,2002,22(3):82~90.LI Hongnan,LI Dongsheng.Safety assessment,health monitoring and damage diagnosis for structures in civil engineering.Earth-quake Engineering and Engineering Vibration,2002,22(3):82~90.
[2]Wanser KH,Voss KF.Crack detecting using mutimode fiber opti-cal time domain reflectometry[A].Proc of SPIE:Distributed and Multiplexed Fiber optic Sensors IV[C].San Diego,USA:1994,2294:43~52.
[3]Bao X Y,DeMerchant M,Brown A,et al..Tensile and compres-sive strain measurement in the lab and field with the distributed Brillouin scattering sensor[J].Journal of Lightwave Technology,2001,19(11):1698~1704.
[4]Wu Z S,Takahashi T,Sudo K.An experimental investigation on continuous strain and crack monitoring with fiber optic sensors[J].Concrete Research and Technology,2002,13(2):139~l48.
[5]Ou Jinping.Some recent advances of intelligent health monitoring systems for civil infrastructures in mainland China[A].Proc of the First International Conference on Structural Health monitoring and Intelligent Infrastructure[C].Tokyo,Japan:2003,131~144.
[6]Naruse H,Uchiyama Y,Kurashima T.River levee change detec-tion using distributed fiber optic strain sensor[J].IEICE TRANS ELECTRON,2000,E83-C(3):462~467.
[7]Inaudi D,Elamari A,Pflug Let al..Low-coherence deformation sensors for the monitoring of civil engineering structures[J].Sen-sor and Actuators A,1994,(44):125~130.
[8]苑立波.光纤白光干涉传感技术的发展与应用[J].黑龙江大学自然科学学报,2005,22(2):172~187.Yuan Libo.Development and applications of white light interfero-metric optic sensing techniques.Journal of Natural Science of Hei-longjiang University,2005,22(2):172~187.
[9]Jinsong Leng,Asundi A.Structural health monitoring of smart composite materials by using EFPI and FBG sensors[J].Sensor and Actuators A,2003,(103):330~340.
[10]Rao Y J.Fiber Bragg grating sensors:principles and applications[J].Optical Fiber Sensor Technology,1998,(2):355~389.
[11]梁磊,周雪芳,信思金等.新型光纤Bragg光栅振动传感技术[J].武汉理工大学学报,2003,25(5):7~9.Liang Lei,Zhou Xuefang,Xin Sijin,et al..A NewType of Fi-ber Bragg Grating Sensing Vibration Technology.Journal of Wu-han University of Technology,2003,25(5):7~9.
[12]Pandey NK,Yadav B C.Embedded fibre optic microbend sensor for measurement of high pressure and crack detection[J].Sen-sors and Actuators A:Physical,2006,128(1):33~36.
[13]刘浩吾.混凝土重力坝裂缝观测的光纤传感网络[J].水利学报,1999,(10):61~64.Liu Haowu.Optical fiber sensor network for crack monitoring in concrete gravity dams.Journal of Hydraulic Engineering,1999,(10):61~64.
[14]Hurtig E,Gro wig S.Distributed Fiber Optics for Temperature Sensing in Buildings and other Structures[A].Proceedings of the24thAnnual Conference of the IEEE Industrial Electronics So-ciety[C].Aachen,Germany:1998,3(4):1829~1834.
[15]Kurashima T,Horiguchi T,Izumita H.Brillouin optical-fiber time domain reflectometry[J].IEICE TRANS.COMMUN.,1993,E76-B:382~390.
[16]Ohno H,Naruse H,Yasue N,et al..Development of highly sta-ble BOTDR strain sensor employing microwave heterodyne detec-tion and tunable electric oscillator[C].In Proceedings of SPIE,2001,4596:74~85.
[17]Horiguchi T,Kurashima T,Tateda M.Tensile strain dependence of Brillouin frequency shift in silica optical fibers[J].IEEE Photonics Technology Letters,1989,1(5):107~108.
[18]Bao X Y,Brown A,DeMerchant M,et al..Characterization of the Brillouin-loss spectrumof single-mode fibers by use of very short(<10-ns)pulses[J].OPTICS LETTERS,1999,24(8):510~512.
[19]Kishida K,Li C S,Lin S,et al..Pulse pre-pump method to a-chieve cm-order spatial resolution in Brillouin distributed meas-uring technique[J].Technical report of IEICE,2004,OFT47:15~20.
[20]Zhou Z,Ou J P,Wang B.Smart FRP-OFGB bars and their ap-plication in reinforced concrete beams[A].Proceedings of1st International Conference on Structural Health Monitoring and In-telligent Infrastructure[C].Tokyo,Japan:2003,861~866.
[21]施斌,余小奎,张巍等.基于光纤传感技术的桩基分布式检测技术研究[A].第二届全国岩土与工程学术大会论文集[C].北京:科学出版社,2006,476~1409.Shi Bin,Yu Xiaokui,Zhang Wei,et al..Distributed measure-ment of the pile based on fiber optic sensing technology.The sec-ond national symposium on geo-technique and engineering.Bei-jing:Science Press,2003,1405~1409.
[22]张丹,施斌;徐洪钟.基于BOTDR的隧道应变监测研究[J].工程地质学报,2004,12(4):421~426.Zhang Dan,Shi Bin,Xu Hongzhong.The BOTDR-based strain monitoring for tunnel.Journal of Engineering Geology,2004,12(4):421~426.
[23]施斌,徐洪钟,张丹等.BOTDR应变监测技术应用在大型基础工程健康诊断中的可行性研究[J].岩石力学与工程学报,2004,23(3):493~499.Shi Bin,Xu Hongzhong,Zhang Dan,et al..Feasibility study on application of BOTDR to health monitoring for large infrastructure engineering.Chinese Journal of Rock Mechanics and Engineer-ing,2004,23(3):493~499.
[24]Li Q B,Li G,Yuan L B.Calibration of embedded fiber optic sensor in concrete under biaxial compression[J].Measurement,2004,(35):303~310.
[25]施斌,张巍,张丹等.分布式光纤应变传感器率定仪[P].中国专利:ZL200410041996.7.Shi Bin,Zhang Wei,Zhang Dan,et al..Calibration instrument for distributed fiber optic sensor.China Patent:ZL200410041996.7.
[26]Meo M,Zumpano G.On the optimal sensor placement tech-niques for a bridge structure[J].Engineering Structures,2005,(27):1488~1497.
[27]李戈,秦权,董聪.用遗传算法选择悬索桥监测系统中传感器的最优布点[J].工程力学,2000,17(1):25~34.Li Ge,Qin Quan,Dong Cong.Optimal placement of sensors for monitoring systems on suspension bridges using genetic algo-rithms.ENGINEERING MECHANICS,2000,17(1):25~34.
[28]徐洪钟,施斌,张丹等.基于小波分析的BOTDR光纤传感器信号处理方法[J].光电子.激光,2003,14(7):737~740.Xu Hongzhong,Shi Bin,Zhang Dan,et al..Signal processing of the fiber optic BOTDR sensor based on wavelet analysis.Journal of Optoelectronics.laser,2003,14(7):737~740.
[29]索文斌,王宝军,施斌等.基于GIS的大型工程分布式光纤传感监测系统研究[J].水文地质工程地质,2005,(4):88~92.Suo Wenbin,Wang Baojun,Shi Bin,et al..Research on large engineering monitoring system using distributed optical fiber sen-sor based on GIS.Hydrogeology and Engineering Geology,2005,(4):88~92.
[30]杨志法,王思敬,冯紫良等.岩土工程反分析原理及应用[M].北京:地震出版社,2002.Yang Zhifa,Wang Sijing,Feng Ziliang,et al..The Geotechni-cal Engineering Back Analysis and Method.Beijing:Seismic Press,2002.