3[10]Vohra S T,et al.Quasi-Static Strain Monitoring During the ‘Push' Phase of a Box-Girder Bridge Using Fiber Bragg Grating Sensors[A].European Workshop on Optical Fibre Sensors[C].Scotland,UK,1998.
4[11]Nellen P M,et al.Application of fiber optical and resistance strain gauges for long-term surveillance of civil engineering structures[A].Proc.SPIE[C].1997,3043:77-86.
5[12]Kersey A D,et al.Progress towards the development of practical fibre Bragg grating instrumentation systems[A].Proc.SPIE[C].1996,2839:40-63.
6[13]Dewynter-Marty V,et al.Concrete strain measurements and crack detection with surface-mounted and embedded Bragg grating extensometer[A].Proc of the OPtical Fiber Sensors Conf.(OFS-12)[C].Williamsburg,VA,USA,1997,600-603.
7[14]Denarie E,et al.Concrete fracture process zone characterization with fiber optics[J].J.of Engineering Mechanics,2001,5,494-502.
8[15]Federal Highway Administration.1996 Research and Technology Program Highlights.Publication No.FHWA-RD-96-168,Washington D.C.,1996,41.
10[17]Chang C C,et al.Development of Fiber Bragg Grating Sensor Based Load Transducers[A].Proc of the Optical Fiber Sensors Conf.(OFS-12)[C].Williamsbure,VA,USA,1997,174-177.