518 resultados para Rumble strips.


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Relaxin is able to inhibit spontaneous, oxytocin-and prostaglandin-driven uterine contractions. The intracellular mechanism of action of relaxin on uterine relaxation had previously been studied using isometrically suspended uterine strips. Since uterine strips contain stroma as well as myometrium, the changes in biochemical parameters induced by relaxin treatment may not occur in the same cell types responsible for the physical changes. In these studies, cultures of enriched populations of rat myometrial cells were used to investigate the effect of relaxin on biochemical and morphological parameters which are related to relaxation.^ Under optimal culture conditions (initial plating density 1 - 1.5 x 10('6)cells/ml, 3 ml/35 mm dish, 2 days culture), enzymatically isolated rat myometrial cells were able to respond to relaxin with cAMP elevation. Relaxin elevated cAMP levels in the presence but not the absence of 0.1 mM methylisobutylxanthine or 0.4 um forskolin in a time- and concentration-dependent manner. In contrast, isoproterenol was able to elevate cAMP levels in the presence and absence of 0.1 mM methylisobutylxanthine.^ Oxytocin treatment caused a decrease in mean cell length and area of myometrial cells in culture which could be considered analogous to contraction. Under optimal culture conditions, relaxin increased myometrial cell length and area (i.e. analogous to relaxation) of oxytocin-treated cells in a time- and concentration-dependent manner. Other relaxants such as isoproterenol and dibutyryl cAMP also increased cell length and area of oxytocin - treated myometrial cells in culture.^ Under optimal culture conditions, relaxin decreased myosin light chain kinase activity in a time-and concentration-dependent manner by increasing the K(,50) of the enzyme for calmodulin (CaM), i.e. decreasing the affinity of the enzyme for CaM. The decrease in the affinity of myosin light chain kinase for CaM may be due to the phosphorylation of the enzyme by cAMP-dependent protein kinase. Relaxin also decreased the Ca('2+)(.)CaM-independent myosin light chain kinase activity to a lesser extent than that of the Ca('2+)(.)CaM-dependent enzyme activity. This was not attributable to a decrease in the affinity of the enzyme for myosin in myometrial cells in culture, in contrast to the finding of such a change following relaxin treatment of uterine strips. Further studies are required to clarify this point.^ There was a temporal association between the effects of relaxin on elevation of cAMP levels in the presence of 0.4 uM forskolin, increase in cell length and decrease in myosin light chain kinase activity. . . . (Author's abstract exceeds stipulated maximum length. Discontinued here with permission of author.) UMI ^

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El objetivo de este trabajo fue diferenciar cultivares monoclonales de ajos colorados argentinos por sus características productivas, de calidad y respuesta a la fertilización nitrogenada en la región de Cuyo. Durante la campaña 2003 se realizó un ensayo en La Consulta, San Carlos, Mendoza, Argentina (950 msnm; 33° 42' S y 69° 04' W). El diseño experimental fue en franjas con parcelas divididas dispuestas en un diseño de bloques completos al azar de tres repeticiones en el cual las dosis de nitrógeno (75, 150, 225 y 300 kg de N·ha-1) incorporadas como SolUAN (30 % N) se asignaron a las parcelas principales y las subparcelas correspondieron a cinco clones de ajo: Fuego INTA, Sureño INTA, Gostoso INTA, Inco 30 y Rubí INTA. Se adicionó además un tratamiento control sin nitrógeno. En el análisis estadístico de los rendimientos (r2 = 0,81; cv%: 8,48 y p < 0,0001) se detectaron efectos significativos de las variables cultivares y dosis de fertilización nitrogenada pero no de la interacción de ambas. Se determinó que en suelos con contenidos medios de nitrógeno total (800 mg·kg-1), la dosis que maximiza los rendimientos es de 150 kg N·ha-1 en todas las cultivares salvo Gostoso cuyo valor crítico resultó mayor que el resto. El incremento de rendimiento atribuible a la fertirrigación con 150 kg N·ha-1 respecto del testigo fue: 45 % en Rubí (17,7 t· ha-1), 31 % en Fuego (15,3 t·ha-1), 19 % en Inco (15,4 t·ha-1) y 23 % en Sureño (13 t·ha-1). Gostoso aumentó un 21 % (13,8 t·ha-1) su rendimiento respecto del testigo con la dosis de 300 kg N·ha-1. El análisis de clasificación jerárquica permitió agrupar los genotipos según su potencial productivo, de mayor a menor, en tres clases: I: cv. Rubí ; II: cv. Inco 30 y cv. Fuego; III: cv. Sureño y Gostoso. La fertilización nitrogenada incrementó la manifestación de malformaciones en todas las cultivares respecto del testigo sin fertilización, excepto Sureño que presentó mayores anormalidades en el tratamiento testigo sin fertilizar.

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Los dibujos animados norteamericanos, sigilosamente, han ido ocupando un lugar cada vez más relevante en la industria cultural. Tanto es así, que hoy se pueden discriminar canales específicamente destinados a la animación y, a su vez, series de animaciones producidas para diversos públicos: niños, adolescentes y adultos. Frente a esta gran cantidad y diversidad de textos llama especialmente mi atención la convivencia de contrapuestos sistemas de valor. Numerosas tiras de dibujos animados, dirigidos especialmente a los niños, ayudan a conformar el gusto infantil contemporáneo (en el sentido de Calabrese) que no responde a un único sistema unificador de valores. Es decir, lo feo o lindo, lo malo o bueno, lo conforme o informe, lo disfórico o eufórico no está dictaminado hoy por un solo discurso axiológico imperante. En este escrito pretendo describir, desde una perspectiva semiótica, las particularidades que resultan de la coexistencia de morfologías, éticas y tímicas distintas. Para ello, me detendré en un grupo de cartoons que se presentan como las antípodas de los tradicionales y conocidos textos audiovisuales de Disney y de las clásicas y exitosas series animadas de la Warner Bross o la Metro Goldywn Mayer. Estas creaciones buscaron exhibir, desde su nacimiento, estabilidad en las formas, armonía cromática y uniformidad de comportamientos. Contrariamente, los mundos posibles que hoy también integran el universo de dibujos animados, evidencian lo que Calabrese denomina el placer de lo impreciso, lo indefinido, lo vago y lo ambiguo. Estas representaciones sincréticas exaltan notorias diferencias en sus homologaciones axiológicas liberándose de las pretensiones de perfección, tanto de sus escenarios como de sus actores figurativos: seres híbridos, animales aversivos, niños nefastos, criaturas deformes y escenarios difusos son algunas de las características que definen a los últimas producciones animadas para televisión.

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Cores from Deep Sea Drilling Project Holes 501, 504B and 505B have an unusual near-vein zonation in basalts. Megascopically, zonation occurs as differently colored strips and zones whose typical thickness does not exceed 6 to 7 cm. Microscopically, the color of zones depends on variably colored clay minerals which are the products of low-temperature hydrothermal alteration in basalt. These differently colored zones form the so called "oxidative" type of alteration of basalts. Another "background," or, less precisely termed, "non-oxidative," type of alteration in basalts is characterized by large-scale, homogeneous replacement of olivine, and filling of vesicles and cracks by an olive-brown or olive-green clay mineral. The compositions of clay minerals of the "background" type of alteration, as well as the composition of co-existing titanomagnetites, were determined with an electron microprobe. There are sharp maxima in potassium and iron content, and minima in alumina, silica, and magnesia in clay minerals in the colored zones near veins. Coloring of clay and rock-forming minerals by iron hydroxides and a decrease of the amount of titanomagnetite, which apparently was the source of redeposited iron, occur frequently in colored zones. We assume that the large-scale "background" alteration in the basalts occurred under the effect of pore waters slowly penetrating through bottom sediments. Faulting can facilitate access of fresh sea water to basalts; thus above the general homogeneous background arise zones of "oxidative" alteration along fractures in basalts. The main factors controlling these processes are time (age of basalt), grain size, temperature, thickness of sedimentary cover, and heat flow.

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The Volga River discharge consists of the waters transferred by fast currents through channels and the waters which are passing through the shallow areas of the delta overgrown by cane. Using the hydrochemical data, it is possible to track distribution of the waters modified by 'biofilters' of macrophytes in the delta shallows starting from the external edge of the delta. The main distinctive features of these waters are the high content of dissolved oxygen, the abnormally high values of the pH, and the low content of dissolved inorganic carbon (both total and as CO2). These waters extend in the shape of 1 to 3-km-wide strips at a distance of 20-40 km from the outer border of the delta. The analysis of the data obtained during the expeditions run by the Institute of Oceanology of the Russian Academy of Sciences in 2003-2009, along with archived and published data, show that such 'modified' waters occur almost constantly along the outer edge of the Volga River delta.

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Desde la creación del Virreinato del Perú, en el siglo XVI, los arcos, bóvedas y cúpulas se acostumbraban a levantar con piedra y fábrica. Sin embargo estas tierras eran sacudidas periodicamente por terremotos, produciendo el colapso de la mayoría de estas edificaciones. Para el siglo XVII los alarifes ya habían experimentado diversas maneras de levantar bóvedas, sin haberse encontrado una respuesta razonable en términos de tiempo, economía y estabilidad frente a los sismos. En medio de este panorama se produjo la introducción de las bóvedas encamonadas a mediados del siglo XVII, consolidandose en el resto de la centuria hasta el punto de terminar convirtiéndose en un recurso tradicional y de estimada elaboración dentro de la arquitectura virreinal peruana. Las bóvedas encamonadas se realizaban con tablas de madera (camones) que se solapaban entre sí para formar arcos (cerchas), los cuales definían la forma que tendrían las bóvedas, y eran estabilizados lateralmente mediante correas. Sobre los arcos y correas se colocaba un cerramiento que podía ser un entablado, unos listones de madera o simplemente un tendido a base de cañas. En la mayoría de casos se finalizaba con un recubrimiento aislante de barro por el extradós y otro decorativo de yeso por el intradós. Precisamente estas bóvedas constituyen el objeto de la presente tesis, específicamente en su devenir histórico entre los siglos XVII y XVIII en el ámbito territorial del Virreinato del Perú, partiendo del examen de los tratados de arquitectura coetáneos y del estudio de las bóvedas de madera en España, para finalizar con el análisis de las características geométricas y constructivas que lograron definir en ellas los alarifes peruanos. Since the creation of the Viceroyalty of Peru, in the sixteenth century, arches, vaults and domes were accustomed to build with stone and masonry. However, these lands were periodically shaken by earthquakes, causing the collapse of most of these buildings. For the seventeenth century the master masons had already experienced several ways to build vaults, without having found a reasonable response in terms of time, economy and stability against earthquakes. Into this context the master carpenters introduced the wooden vaults since seventeenth century, and this constructive system was consolidated around the rest of the century to the end point of becoming a traditional and estimated resource of the Peruvian colonial architecture. The wooden vaults were made with timber planks (camones) that overlapped each other to form arches (cerchas), which defined the shape of the vaults, and were stabilized laterally by purlins. Above the arches and purlins placed planks, wooden strips or just cane. In most cases ended with a mud plaster insulating the extrados and a decorative gypsum plaster on the intrados. Precisely these vaults are the subject of this thesis, specifically in its historical way between the seventeenth and eighteenth centuries in the territory of the Viceroyalty of Peru. Since an examination of the architectural treatises and the Spanish wooden vaults, and concluding with the analysis of the geometric and constructive system that Peruvian builders were able to define on them.

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Wear is the phenomenon that determines the lifetime of the collector strips. Since wear is an inevitable effect on pantograph-catenary systems, it is necessary to determine optimal operating conditions that can mitigate its effects. In this study we have performed a simulation model of the pantograph-overhead conductor rail system which allows the evaluation of the dynamic conditions of the system through the contact force. With these results we have made an evaluation of the quality of current collection, a calculation of the pantograph wear and a definition of the optimal operation conditions of the pantograph-overhead conductor rail system.

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A method for formulating and algorithmically solving the equations of finite element problems is presented. The method starts with a parametric partition of the domain in juxtaposed strips that permits sweeping the whole region by a sequential addition (or removal) of adjacent strips. The solution of the difference equations constructed over that grid proceeds along with the addition removal of strips in a manner resembling the transfer matrix approach, except that different rules of composition that lead to numerically stable algorithms are used for the stiffness matrices of the strips. Dynamic programming and invariant imbedding ideas underlie the construction of such rules of composition. Among other features of interest, the present methodology provides to some extent the analyst's control over the type and quantity of data to be computed. In particular, the one-sweep method presented in Section 9, with no apparent counterpart in standard methods, appears to be very efficient insofar as time and storage is concerned. The paper ends with the presentation of a numerical example

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El objetivo de este Proyecto Final de Carrera es la realización de un ensayo de fiabilidad de componentes electrónicos, más concretamente de diodos LED, con el fin de estudiar su comportamiento a lo largo del tiempo de vida. Debido a la larga duración de los LEDs, un ensayo de este tipo podría durar años, por lo que es necesario realizar un ensayo acelerado que acorte significativamente el tiempo del experimento, para ello, han de someterse a esfuerzos mayores que en condiciones normales de funcionamiento. En la actualidad, los LEDs son usados en infinidad de aplicaciones, debido a sus múltiples ventajas respecto a otros sistemas de iluminación o señalización convencionales. En numerosos casos se utilizan en el exterior, soportando cambios de temperaturas y de humedad elevados, de ahí, la importancia de realizar ensayos de fiabilidad, que muestren sus posibles causas de fallo, los efectos que producen estos fallos y los aspectos de diseño, fabricación y mantenimiento que puedan afectarles. Como consecuencia del envejecimiento de los LEDs, pueden mostrar una reducción en el flujo luminoso y un empeoramiento de las propiedades cromáticas. Los LEDs utilizados en este Proyecto son de AlInGaP, rojos, de alta luminosidad. Para acelerar el ensayo, se utilizará una cámara climática que simule unas condiciones ambientales determinadas, en concreto, 85º C y 85% HR. Además, se realiza una monitorización periódica, siendo necesaria la utilización de un sistema automático de medida diseñado en LabVIEW, el cual, de manera simultánea realizará medidas y gestionará la inyección de corriente a los LEDs mientras se encuentren en el interior de la cámara climática. Se fabrican dos placas con 4 tiras de LEDs para inyectar un nivel de corriente diferente en cada una y así poder comparar la degradación en función de este parámetro. Fuera de la cámara climática se van a medir las curvas características de tensióncorriente de cada LED a una temperatura ambiente constante, fijada por un módulo Peltier. También se realizarán medidas de potencia luminosa y de espectro de emisión. Se analizarán los resultados obtenidos de cada una de las medidas y se realizará un estudio de fiabilidad y del proceso de degradación sufrido por los LEDs. Este PFC se puede dividir en las siguientes fases de trabajo, siendo el ensayo la parte más larga en el tiempo: · Búsqueda de bibliografía, documentación y normas aplicables. · Familiarización con los equipos y software, estudiando el manejo y funcionamiento de la cámara climática temperatura-humedad y el software a aplicar (LabVIEW y software del espectrómetro). · Desarrollo del hardware y sistemas necesarios para la realización del ensayo. · Realización del ensayo. · Análisis de resultados. ABSTRACT. The objective of this end of degree project is conducting an essay reliability of electronic components, more concretely LEDs, in order to study their behavior throughout its lifespan. Due to the long duration of the LEDs, a essay of this type could last for years, so it is necessary to perform an accelerated essay which significantly shorten the time of the experiment, testing should be subjected to greater efforts than in normal operation. Today, LEDs are used in many applications due to its many advantages over other conventional lighting systems or signaling. In numerous cases are used on the outside, enduring high changes in temperature and humidity, hence the importance of reliability essays, showing the possible causes of failure, the effects produced by these failures and aspects of design, manufacturing and maintenance that may affect them. As a result of the ageing of the LEDs, they may show a reduction in light output and a worsening of the chromatic properties. The LEDs used in this project are AlInGaP, red and high brightness. To speed up the essay will be used a climatic chamber to simulate specific environmental conditions, specifically 85 ° C and 85 % RH. In addition, is pe rformed a periodic monitoring using an automatic measurement system designed in LabVIEW , which , simultaneously will performed measurements and will manage the injection current to the LEDs while are inside of the climatic chamber. 4 strips of LEDs are created to inject a different level of current in each, so can compare the degradation in terms of this parameter. Out of the climatic chamber are obtained the characteristic curves of voltage-current of each LED at a constant room temperature, set by a Peltier module. Also, measures light power and the emitted spectrum. The results of each of the measures and a reliability study and degradation suffered by the LEDs will be discussed. This PFC can be divided into the following steps, the essay being the longest part: • Search bibliography, documentation and standards. • Familiarization with equipment and software, studying the management and the operation of the temperature-humidity environmental chamber and applying software (LabVIEW applications and spectrometer software). • Development of hardware and systems necessary for the conduct of the essay. • Carrying out the essay. • Analysis of results.

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An impedance-based midspan debonding identification method for RC beams strengthened with FRP strips is presented in this paper using piezoelectric ceramic (PZT) sensor?actuators. To reach this purpose, firstly, a two-dimensional electromechanical impedance model is proposed to predict the electrical admittance of the PZT transducer bonded to the FRP strips of an RC beam. Considering the impedance is measured in high frequencies, a spectral element model of the bonded-PZT?FRP strengthened beam is developed. This model, in conjunction with experimental measurements of PZT transducers, is used to present an updating methodology to quantitatively detect interfacial debonding of these kinds of structures. To improve the performance and accuracy of the detection algorithm in a challenging problem such as ours, the structural health monitoring approach is solved with an ensemble process based on particle of swarm. An adaptive mesh scheme has also been developed to increase the reliability in locating the area in which debonding initiates. Predictions carried out with experimental results have showed the effectiveness and potential of the proposed method to detect prematurely at its earliest stages a critical failure mode such as that due to midspan debonding of the FRP strip.

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Advanced composite materials are increasingly used in the strengthening of reinforced concrete (RC) structures. The use of externally bonded strips made of fibre-reinforced plastics (FRP) as strengthening method has gained widespread acceptance in recent years since it has many advantages over the traditional techniques. However, unfortunately, this strengthening method is often associated with a brittle and sudden failure caused by some form of FRP bond failure, originated at the termination of the FRP material or at intermediate areas in the vicinity of flexural cracks in the RC beam. Up to date, little effort in the early prediction of the debonding in its initial instants even though this effect is not noticeable by simple visual observation. An early detection of this phenomenon might help in taking actions to prevent future catastrophes. Fibre-optic Bragg grating (FBG) sensors are able to measure strains locally with high resolution and accuracy. Furthermore, as their physical size is extremely small compared with other strain measuring components, it enables to be embedded at the concrete-FRP interface for determining the strain distribution without influencing the mechanical properties of the host materials. This paper shows the development of a debonding identification methodology based on strains experimentally measured. For, it a simplified model is implemented to simulate the behaviour of FRP-strengthened reinforced concrete beams. This model is taken as a basis to. develop an model updating procedure able to detect minor debonding at the concrete-FRP interface from experimental strains obtained by using FBG sensors embedded at the interface

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Esta Tesis tiene como objetivo principal el desarrollo de métodos de identificación del daño que sean robustos y fiables, enfocados a sistemas estructurales experimentales, fundamentalmente a las estructuras de hormigón armado reforzadas externamente con bandas fibras de polímeros reforzados (FRP). El modo de fallo de este tipo de sistema estructural es crítico, pues generalmente es debido a un despegue repentino y frágil de la banda del refuerzo FRP originado en grietas intermedias causadas por la flexión. La detección de este despegue en su fase inicial es fundamental para prevenir fallos futuros, que pueden ser catastróficos. Inicialmente, se lleva a cabo una revisión del método de la Impedancia Electro-Mecánica (EMI), de cara a exponer sus capacidades para la detección de daño. Una vez la tecnología apropiada es seleccionada, lo que incluye un analizador de impedancias así como novedosos sensores PZT para monitorización inteligente, se ha diseñado un procedimiento automático basado en los registros de impedancias de distintas estructuras de laboratorio. Basándonos en el hecho de que las mediciones de impedancias son posibles gracias a una colocación adecuada de una red de sensores PZT, la estimación de la presencia de daño se realiza analizando los resultados de distintos indicadores de daño obtenidos de la literatura. Para que este proceso sea automático y que no sean necesarios conocimientos previos sobre el método EMI para realizar un experimento, se ha diseñado e implementado un Interfaz Gráfico de Usuario, transformando la medición de impedancias en un proceso fácil e intuitivo. Se evalúa entonces el daño a través de los correspondientes índices de daño, intentando estimar no sólo su severidad, sino también su localización aproximada. El desarrollo de estos experimentos en cualquier estructura genera grandes cantidades de datos que han de ser procesados, y algunas veces los índices de daño no son suficientes para una evaluación completa de la integridad de una estructura. En la mayoría de los casos se pueden encontrar patrones de daño en los datos, pero no se tiene información a priori del estado de la estructura. En este punto, se ha hecho una importante investigación en técnicas de reconocimiento de patrones particularmente en aprendizaje no supervisado, encontrando aplicaciones interesantes en el campo de la medicina. De ahí surge una idea creativa e innovadora: detectar y seguir la evolución del daño en distintas estructuras como si se tratase de un cáncer propagándose por el cuerpo humano. En ese sentido, las lecturas de impedancias se emplean como información intrínseca de la salud de la propia estructura, de forma que se pueden aplicar las mismas técnicas que las empleadas en la investigación del cáncer. En este caso, se ha aplicado un algoritmo de clasificación jerárquica dado que ilustra además la clasificación de los datos de forma gráfica, incluyendo información cualitativa y cuantitativa sobre el daño. Se ha investigado la efectividad de este procedimiento a través de tres estructuras de laboratorio, como son una viga de aluminio, una unión atornillada de aluminio y un bloque de hormigón reforzado con FRP. La primera ayuda a mostrar la efectividad del método en sencillos escenarios de daño simple y múltiple, de forma que las conclusiones extraídas se aplican sobre los otros dos, diseñados para simular condiciones de despegue en distintas estructuras. Demostrada la efectividad del método de clasificación jerárquica de lecturas de impedancias, se aplica el procedimiento sobre las estructuras de hormigón armado reforzadas con bandas de FRP objeto de esta tesis, detectando y clasificando cada estado de daño. Finalmente, y como alternativa al anterior procedimiento, se propone un método para la monitorización continua de la interfase FRP-Hormigón, a través de una red de sensores FBG permanentemente instalados en dicha interfase. De esta forma, se obtienen medidas de deformación de la interfase en condiciones de carga continua, para ser implementadas en un modelo de optimización multiobjetivo, cuya solución se haya por medio de una expansión multiobjetivo del método Particle Swarm Optimization (PSO). La fiabilidad de este último método de detección se investiga a través de sendos ejemplos tanto numéricos como experimentales. ABSTRACT This thesis aims to develop robust and reliable damage identification methods focused on experimental structural systems, in particular Reinforced Concrete (RC) structures externally strengthened with Fiber Reinforced Polymers (FRP) strips. The failure mode of this type of structural system is critical, since it is usually due to sudden and brittle debonding of the FRP reinforcement originating from intermediate flexural cracks. Detection of the debonding in its initial stage is essential thus to prevent future failure, which might be catastrophic. Initially, a revision of the Electro-Mechanical Impedance (EMI) method is carried out, in order to expose its capabilities for local damage detection. Once the appropriate technology is selected, which includes impedance analyzer as well as novel PZT sensors for smart monitoring, an automated procedure has been design based on the impedance signatures of several lab-scale structures. On the basis that capturing impedance measurements is possible thanks to an adequately deployed PZT sensor network, the estimation of damage presence is done by analyzing the results of different damage indices obtained from the literature. In order to make this process automatic so that it is not necessary a priori knowledge of the EMI method to carry out an experimental test, a Graphical User Interface has been designed, turning the impedance measurements into an easy and intuitive procedure. Damage is then assessed through the analysis of the corresponding damage indices, trying to estimate not only the damage severity, but also its approximate location. The development of these tests on any kind of structure generates large amounts of data to be processed, and sometimes the information provided by damage indices is not enough to achieve a complete analysis of the structural health condition. In most of the cases, some damage patterns can be found in the data, but none a priori knowledge of the health condition is given for any structure. At this point, an important research on pattern recognition techniques has been carried out, particularly on unsupervised learning techniques, finding interesting applications in the medicine field. From this investigation, a creative and innovative idea arose: to detect and track the evolution of damage in different structures, as if it were a cancer propagating through a human body. In that sense, the impedance signatures are used to give intrinsic information of the health condition of the structure, so that the same clustering algorithms applied in the cancer research can be applied to the problem addressed in this dissertation. Hierarchical clustering is then applied since it also provides a graphical display of the clustered data, including quantitative and qualitative information about damage. The performance of this approach is firstly investigated using three lab-scale structures, such as a simple aluminium beam, a bolt-jointed aluminium beam and an FRP-strengthened concrete specimen. The first one shows the performance of the method on simple single and multiple damage scenarios, so that the first conclusions can be extracted and applied to the other two experimental tests, which are designed to simulate a debonding condition on different structures. Once the performance of the impedance-based hierarchical clustering method is proven to be successful, it is then applied to the structural system studied in this dissertation, the RC structures externally strengthened with FRP strips, where the debonding failure in the interface between the FRP and the concrete is successfully detected and classified, proving thus the feasibility of this method. Finally, as an alternative to the previous approach, a continuous monitoring procedure of the FRP-Concrete interface is proposed, based on an FBGsensors Network permanently deployed within that interface. In this way, strain measurements can be obtained under controlled loading conditions, and then they are used in order to implement a multi-objective model updating method solved by a multi-objective expansion of the Particle Swarm Optimization (PSO) method. The feasibility of this last proposal is investigated and successfully proven on both numerical and experimental RC beams strengthened with FRP.

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Interveinal strips (10 × 1.5 mm) excised from growing tobacco (Nicotiana tabacum L. cv Xanthi) leaves have an auxin-specific, epinastic growth response that is developmentally regulated and is not the result of ethylene induction (C.P. Keller, E. Van Volkenburgh [1997] Plant Physiol 113: 603–610). We report here that auxin (10 μm naphthalene acetic acid) treatment of strips does not result in plasma membrane hyperpolarization or detectable proton efflux. This result is in contrast to the expected responses elicited by 1 μm fusicoccin (FC) treatment, which in other systems mimics auxin growth promotion through stimulation of the plasma membrane H+-ATPase and resultant acid wall loosening; FC produced both hyperpolarization and proton efflux in leaf strips. FC-induced growth was much more inhibited by a strong neutral buffer than was auxin-induced growth. Measurements of the osmotic concentration of strips suggested that osmotic adjustment plays no role in the auxin-induced growth response. Although cell wall loosening of some form appears to be involved, taken together, our results suggest that auxin-induced growth stimulation of tobacco leaf strips results primarily from a mechanism not involving acid growth.