Abstract
The accompanying of civil infrastructures behavior during their whole life cycle is growing within the last few years. This fact is due to several problems detected in such structures, which is the main reason for the dispended budget by owners in their maintenance, being even higher than other costs. In another way, traditional surveillance techniques, although important are expensive, slow in time and subjective. Considering such panorama, within a national research project - SMARTE project - a new technique for management and maintenance of structures was developed and implemented in a real structure, a pre-stressed concrete bridge (Sorraia River Bridge). The developed technique, long term structural health monitoring, has as a final purpose the execution of structural maintenance in an objective and efficient way. The evaluation of the structural behavior during whole life cycle is performed in an "on line" continuous way, allowing the on time detection of existent damages. Civil infrastructures health monitoring should have the potential for the on time detection of possible anomalies or critical situations, diminishing costs related to inspections and simultaneously growing structural and users' security. Inserted in a research project - SMARTE project - a new surveillance technique for the prevention and support of civil infrastructures maintenance and management was applied into a real prototype structure - Sorraia River Bridge (Perdigão et al. 2004). The developed long term structural health monitoring is composed by a sensory, a data acquisition, a communication, a data processing and archiving and damage detection and modelling system (Figueiras et al. 2004, Matos et al. 2005). Figure 1 presents a simple and illustrative scheme of it. SMARTE project has two main objectives. The first one is related to the installation of the sensory system in the bridge, during it execution phase, which should be liable and robust. In Fig. 2 it is possible to observe the used cantilever constructive process and utilized instrumentation devices (Figueiras et al. 2004). This respective component, based on sensors that were placed in special locations according to a previously established criteria, will allow the readings and storage of most important parameters for a correct interpretation of the structure behaviour during it whole life cycle. The second main objective is related to the development of a component for data processing and archiving. Such system should translate the obtained data in more objective information that could be used as decision criteria for civil infrastructures management. In this article it is presented the SMARTE project and respective main objectives. A brief description of each system of the developed and implemented long term structural health monitoring scheme is also executed. The initially proposed objectives were achieved and new research themes appeared with this project. A new project was so initialized which aim is to continue the Sorraia River Bridge long term monitoring and to develop the previous identified investigation subjects. (Figure Presented) © 2006 Taylor & Francis Group.

Abstract
The objective of this work was to study, understand and evaluate the effect of different geometric configurations of carbon plies, in the reflected wavelength spectrum of Bragg grating structure together with the effect of the recoating process of the sensor. The different possibilities depend upon the orientation and location of the optical fibre relative to the composite reinforcement orientation and the presence/absence of recoating. The material stacking sequence and the cure conditions were are also studied and the influence of the different possibilities was considered. The optical spectrum response obtained by the interaction of the optical fibre with the host material is shown.

Abstract
Fibre optic Bragg gratings (FBGs) written in normal and reduced diameter high birefringence (HiBi) fibres are studied. Chemical etching is used to reduce the diameter of fibres while the optical properties of the FBG spectrum are measured. The results obtained agree qualitatively with the stress enhanced chemical etching. The birefringence of the fibre is determined as a function of the diameter. Optical characterization of the FBG under transverse strain and temperature is also performed. The results obtained show the feasibility of the simultaneous measurement of those parameters with a HiBi FBG sensor.

Abstract
A polarization mode dispersion (PMD) emulator and compensator device is proposed. The PMD device is obtained using a Hi-Bi Fibre Bragg Grating (Hi-Bi FBG) and a stress induced bireffingence in a uniform FBG. This birefringence is achieved by applying transverse and uniform distributed force on the uniform fibre Bragg grating creating a tuneable differential group delay (DGD). Maximum and minimum slopes of 377 ps/nm and 0 ps/mn in the DGD is obtained for the PMD emulator/compensator device, respectively.

Abstract
In this work, we present a fiber Bragg grating interrogation based on high-birefringence fiber loop mirror for strain-temperature discrimination. Due to spectral response of the optical filters it is possible to determine the variation of the wavelength and the optical power of the Bragg grating sensor when subject to strain or temperature. Maximum errors of +/- 0.4 degrees C and 12 mu epsilon are reported over 80 degrees C and 2000 mu epsilon measurement ranges. (c) 2006 Wiley Periodicals, Inc.

Abstract
All-optical switching devices based on fibre Bragg grating (FBG) structures written on a standard single-mode fibre and in an erbium-doped fibre have been experimentally demonstrated in the third telecommunication window. The switching devices work due to the thermal changes induced by a high-power continuous-wave laser diode. The filters tunability characteristics have been demonstrated for different pump powers (up to 900 mW) and different pump laser wavelengths (at 980 and 1480 nm), presenting different thermal absorption behaviour within different working regimes. (c) 2006 Wiley Periodicals, Inc.