461 resultados para swd: Handy


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Saxitoxin (STX) is a low molecular weight neurotoxin mainly produced by certain marine dinoflagellates that, along with its family of similarly related paralytic shellfish toxins, may cause the potentially fatal intoxication known as paralytic shellfish poisoning. Illness and fatality rates are low due to the effective monitoring programs that determine when toxins exceed the established regulatory action level and effectuate shellfish harvesting closures accordingly. Such monitoring programs rely on the ability to rapidly screen large volumes of samples. Many of the screening assays currently available employ antibodies or live animals. This research focused on developing an analytical recognition element that would eliminate the challenges associated with the limited availability of antibodies and the use of animals. Here we report the discovery of a DNA aptamer that targets STX. Concentration-dependent and selective binding of the aptamer to STX was determined using a surface plasmon resonance sensor. Not only does this work represent the first reported aptamer to STX, but also the first aptamer to any marine biotoxin. A novel strategy of using a toxin-protein conjugate for DNA aptamer selection was successfully implemented to overcome the challenges associated with aptamer selection to small molecules. Taking advantage of such an approach could lead to increased diversity and accessibility of aptamers to low molecular weight toxins, which could then be incorporated as analytical recognition elements in diagnostic assays for foodborne toxin detection. The selected STX aptamer sequence is provided here, making it available to any investigator for use in assay development for the detection of STX.

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Shape corrections to the standard approximate Kohn-Sham exchange-correlation (xc) potentials are considered with the aim to improve the excitation energies (especially for higher excitations) calculated with time-dependent density functional perturbation theory. A scheme of gradient-regulated connection (GRAC) of inner to outer parts of a model potential is developed. Asymptotic corrections based either on the potential of Fermi and Amaldi or van Leeuwen and Baerends (LB) are seamlessly connected to the (shifted) xc potential of Becke and Perdew (BP) with the GRAC procedure, and are employed to calculate the vertical excitation energies of the prototype molecules N-2, CO, CH2O, C2H4, C5NH5, C6H6, Li-2, Na-2, K-2. The results are compared with those of the alternative interpolation scheme of Tozer and Handy as well as with the results of the potential obtained with the statistical averaging of (model) orbital potentials. Various asymptotically corrected potentials produce high quality excitation energies, which in quite a few cases approach the benchmark accuracy of 0.1 eV for the electronic spectra. Based on these results, the potential BP-GRAC-LB is proposed for molecular response calculations, which is a smooth potential and a genuine "local" density functional with an analytical representation. (C) 2001 American Institute of Physics.

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Tese de mestrado, Cuidados Farmacêuticos, Universidade de Lisboa, Faculdade de Farmácia, 2013

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Information technologies (ITs), and sports resources and services aid the potential to transform governmental organizations, and play an important role in contributing to sustainable communities development, respectively. Spatial data is a crucial source to support sports planning and management. Low-cost mobile geospatial tools bring productive and accurate data collection, and their use combining a handy and customized graphical user interface (GUI) (forms, mapping, media support) is still in an early stage. Recognizing the benefits — efficiency, effectiveness, proximity to citizens — that Mozambican Minister of Youth and Sports (MJD) can achieve with information resulted from the employment of a low-cost data collection platform, this project presents the development of a mobile mapping application (app) — m-SportGIS — under Open Source (OS) technologies and a customized evolutionary software methodology. The app development embraced the combination of mobile web technologies and Application Programming Interfaces (APIs) (e.g. Sencha Touch (ST), Apache Cordova, OpenLayers) to deploy a native-to-the-device (Android operating system) product, taking advantage of device’s capabilities (e.g. File system, Geolocation, Camera). In addition to an integrated Web Map Service (WMS), was created a local and customized Tile Map Service (TMS) to serve up cached data, regarding the IT infrastructures limitations in several Mozambican regions. m-SportGIS is currently being exploited by Mozambican Government staff to inventory all kind of sports facilities, which resulted and stored data feeds a WebGIS platform to manage Mozambican sports resources.

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A hardcover Dictionary of the Zeta Psi Fraternity, edited by Arthur H. Motley and Harry B. Carpenter. An excerpt from the forward reads: "Having the sincere purpose of placing in the hands of all Brothers of the Fraternity a Directory of the full membership of our order, with addresses as perfectly correct as time and equipment would permit, supplemented with such alphabetical and geographical indices as will make the volume a handy and accurate cross-reference to our membership...". Included with this book is a typewritten letter from Gordon Waldie, treasurer of the Toronto Chapter of the Zeta Psi Fraternity thanking Mrs. Percy Band for the gift of the original initiation certificate of the late Hamilton K. Woodruff. Mr. Woodruff was one of the Charter members of the Fraternity and he was the 7th man initiated into this, the first Canadian chapter of any fraternity. The letter is dated Nov. 21, 1949. The full text is available in the Brock University Special Collections and Archives.

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Thèse numérisée par la Division de la gestion de documents et des archives de l'Université de Montréal

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L’objectif de ce mémoire de maîtrise est de caractériser la distribution axiale des plasmas tubulaires à la pression atmosphérique créés et entretenus par une onde électromagnétique de surface ainsi que d’explorer le potentiel de ces sources pour la synthèse de matériaux et de nanomatériaux. Un précédent travail de thèse, qui avait pour objectif de déterminer les mécanismes à l’origine de la contraction radiale du plasma créé dans des gaz rares, a mis en lumière un phénomène jusque-là inconnu dans les plasmas d’onde de surface (POS). En effet, la distribution axiale varie différemment selon la puissance incidente ce qui constitue une différence majeure par rapport aux plasmas à pression réduite. Dans ce contexte, nous avons réalisé une étude paramétrique des POS à la pression atmosphérique dans l’Ar. À partir de nos mesures de densité électronique, de température d’excitation et de densité d’atomes d’Ar dans un niveau métastable (Ar 3P2), résolues axialement, nous avons conclu que le comportement axial de l’intensité lumineuse avec la puissance n’est pas lié à un changement de la cinétique de la décharge (qui est dépendante de la température des électrons et de la densité d’atomes d’Ar métastables), mais plutôt à une distribution anormale de dissipation de puissance dans le plasma (reliée à la densité d’électrons). Plus précisément, nos résultats suggèrent que ce dépôt anormal de puissance provient d’une réflexion de l’onde dans le fort gradient de densité de charges en fin de colonne, un effet plus marqué pour de faibles longueurs de colonnes à plasma. Ensuite, nous avons effectué une étude spectroscopique du plasma en présence de précurseurs organiques, en particulier le HMDSO pour la synthèse de matériaux organosiliciés et l’IPT pour la synthèse de matériaux organotitaniques. Les POS à la PA sont caractérisés par des densités de charges très élevées (>10^13 cm^-3), permettant ainsi d’atteindre des degrés de dissociation des précurseurs nettement plus élevés que ceux d'autres plasmas froids à la pression atmosphérique comme les décharges à barrière diélectrique. Dans de tels cas, les matériaux synthétisés prennent la forme de nanopoudres organiques de taille inférieure à 100 nm. En présence de faibles quantités d’oxygène dans le plasma, nous obtenons plutôt des nanopoudres à base d’oxyde de silicium (HMDSO) ou à base de titanate de silicium (IPT), avec très peu de carbone.

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À travers cette recherche, nous explorons la logique au fondement de la genèse et de lřévolution du travail social en Haïti. En effet, lřanalyse des résultats de cette étude qui pose la question des conditions sociales dřémergence du travail social en Haïti ainsi que de son évolution, en mobilisant un ensemble de données documentaires et de données dřentrevues (n = 9), suggère que le développement comme principe de vision du monde incarné à la fois sous forme dřinstitution et sous forme de structures mentales constitue lřopus operantum au fondement de la genèse du travail social en Haïti ainsi que de son évolution.

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The present study focuses attention on defining certain measures of income inequality for the truncated distributions and characterization of probability distributions using the functional form of these measures, extension of some measures of inequality and stability to higher dimensions, characterization of bivariate models using the above concepts and estimation of some measures of inequality using the Bayesian techniques. The thesis defines certain measures of income inequality for the truncated distributions and studies the effect of truncation upon these measures. An important measure used in Reliability theory, to measure the stability of the component is the residual entropy function. This concept can advantageously used as a measure of inequality of truncated distributions. The geometric mean comes up as handy tool in the measurement of income inequality. The geometric vitality function being the geometric mean of the truncated random variable can be advantageously utilized to measure inequality of the truncated distributions. The study includes problem of estimation of the Lorenz curve, Gini-index and variance of logarithms for the Pareto distribution using Bayesian techniques.

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Gabion faced re.taining walls are essentially semi rigid structures that can generally accommodate large lateral and vertical movements without excessive structural distress. Because of this inherent feature, they offer technical and economical advantage over the conventional concrete gravity retaining walls. Although they can be constructed either as gravity type or reinforced soil type, this work mainly deals with gabion faced reinforced earth walls as they are more suitable to larger heights. The main focus of the present investigation was the development of a viable plane strain two dimensional non linear finite element analysis code which can predict the stress - strain behaviour of gabion faced retaining walls - both gravity type and reinforced soil type. The gabion facing, backfill soil, In - situ soil and foundation soil were modelled using 20 four noded isoparametric quadrilateral elements. The confinement provided by the gabion boxes was converted into an induced apparent cohesion as per the membrane correction theory proposed by Henkel and Gilbert (1952). The mesh reinforcement was modelled using 20 two noded linear truss elements. The interactions between the soil and the mesh reinforcement as well as the facing and backfill were modelled using 20 four noded zero thickness line interface elements (Desai et al., 1974) by incorporating the nonlinear hyperbolic formulation for the tangential shear stiffness. The well known hyperbolic formulation by Ouncan and Chang (1970) was used for modelling the non - linearity of the soil matrix. The failure of soil matrix, gabion facing and the interfaces were modelled using Mohr - Coulomb failure criterion. The construction stages were also modelled.Experimental investigations were conducted on small scale model walls (both in field as well as in laboratory) to suggest an alternative fill material for the gabion faced retaining walls. The same were also used to validate the finite element programme developed as a part of the study. The studies were conducted using different types of gabion fill materials. The variation was achieved by placing coarse aggregate and quarry dust in different proportions as layers one above the other or they were mixed together in the required proportions. The deformation of the wall face was measured and the behaviour of the walls with the variation of fill materials was analysed. It was seen that 25% of the fill material in gabions can be replaced by a soft material (any locally available material) without affecting the deformation behaviour to large extents. In circumstances where deformation can be allowed to some extents, even up to 50% replacement with soft material can be possible.The developed finite element code was validated using experimental test results and other published results. Encouraged by the close comparison between the theory and experiments, an extensive and systematic parametric study was conducted, in order to gain a closer understanding of the behaviour of the system. Geometric parameters as well as material parameters were varied to understand their effect on the behaviour of the walls. The final phase of the study consisted of developing a simplified method for the design of gabion faced retaining walls. The design was based on the limit state method considering both the stability and deformation criteria. The design parameters were selected for the system and converted to dimensionless parameters. Thus the procedure for fixing the dimensions of the wall was simplified by eliminating the conventional trial and error procedure. Handy design charts were developed which would prove as a hands - on - tool to the design engineers at site. Economic studies were also conducted to prove the cost effectiveness of the structures with respect to the conventional RCC gravity walls and cost prediction models and cost breakdown ratios were proposed. The studies as a whole are expected to contribute substantially to understand the actual behaviour of gabion faced retaining wall systems with particular reference to the lateral deformations.

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The country has witnessed tremendous increase in the vehicle population and increased axle loading pattern during the last decade, leaving its road network overstressed and leading to premature failure. The type of deterioration present in the pavement should be considered for determining whether it has a functional or structural deficiency, so that appropriate overlay type and design can be developed. Structural failure arises from the conditions that adversely affect the load carrying capability of the pavement structure. Inadequate thickness, cracking, distortion and disintegration cause structural deficiency. Functional deficiency arises when the pavement does not provide a smooth riding surface and comfort to the user. This can be due to poor surface friction and texture, hydro planning and splash from wheel path, rutting and excess surface distortion such as potholes, corrugation, faulting, blow up, settlement, heaves etc. Functional condition determines the level of service provided by the facility to its users at a particular time and also the Vehicle Operating Costs (VOC), thus influencing the national economy. Prediction of the pavement deterioration is helpful to assess the remaining effective service life (RSL) of the pavement structure on the basis of reduction in performance levels, and apply various alternative designs and rehabilitation strategies with a long range funding requirement for pavement preservation. In addition, they can predict the impact of treatment on the condition of the sections. The infrastructure prediction models can thus be classified into four groups, namely primary response models, structural performance models, functional performance models and damage models. The factors affecting the deterioration of the roads are very complex in nature and vary from place to place. Hence there is need to have a thorough study of the deterioration mechanism under varied climatic zones and soil conditions before arriving at a definite strategy of road improvement. Realizing the need for a detailed study involving all types of roads in the state with varying traffic and soil conditions, the present study has been attempted. This study attempts to identify the parameters that affect the performance of roads and to develop performance models suitable to Kerala conditions. A critical review of the various factors that contribute to the pavement performance has been presented based on the data collected from selected road stretches and also from five corporations of Kerala. These roads represent the urban conditions as well as National Highways, State Highways and Major District Roads in the sub urban and rural conditions. This research work is a pursuit towards a study of the road condition of Kerala with respect to varying soil, traffic and climatic conditions, periodic performance evaluation of selected roads of representative types and development of distress prediction models for roads of Kerala. In order to achieve this aim, the study is focused into 2 parts. The first part deals with the study of the pavement condition and subgrade soil properties of urban roads distributed in 5 Corporations of Kerala; namely Thiruvananthapuram, Kollam, Kochi, Thrissur and Kozhikode. From selected 44 roads, 68 homogeneous sections were studied. The data collected on the functional and structural condition of the surface include pavement distress in terms of cracks, potholes, rutting, raveling and pothole patching. The structural strength of the pavement was measured as rebound deflection using Benkelman Beam deflection studies. In order to collect the details of the pavement layers and find out the subgrade soil properties, trial pits were dug and the in-situ field density was found using the Sand Replacement Method. Laboratory investigations were carried out to find out the subgrade soil properties, soil classification, Atterberg limits, Optimum Moisture Content, Field Moisture Content and 4 days soaked CBR. The relative compaction in the field was also determined. The traffic details were also collected by conducting traffic volume count survey and axle load survey. From the data thus collected, the strength of the pavement was calculated which is a function of the layer coefficient and thickness and is represented as Structural Number (SN). This was further related to the CBR value of the soil and the Modified Structural Number (MSN) was found out. The condition of the pavement was represented in terms of the Pavement Condition Index (PCI) which is a function of the distress of the surface at the time of the investigation and calculated in the present study using deduct value method developed by U S Army Corps of Engineers. The influence of subgrade soil type and pavement condition on the relationship between MSN and rebound deflection was studied using appropriate plots for predominant types of soil and for classified value of Pavement Condition Index. The relationship will be helpful for practicing engineers to design the overlay thickness required for the pavement, without conducting the BBD test. Regression analysis using SPSS was done with various trials to find out the best fit relationship between the rebound deflection and CBR, and other soil properties for Gravel, Sand, Silt & Clay fractions. The second part of the study deals with periodic performance evaluation of selected road stretches representing National Highway (NH), State Highway (SH) and Major District Road (MDR), located in different geographical conditions and with varying traffic. 8 road sections divided into 15 homogeneous sections were selected for the study and 6 sets of continuous periodic data were collected. The periodic data collected include the functional and structural condition in terms of distress (pothole, pothole patch, cracks, rutting and raveling), skid resistance using a portable skid resistance pendulum, surface unevenness using Bump Integrator, texture depth using sand patch method and rebound deflection using Benkelman Beam. Baseline data of the study stretches were collected as one time data. Pavement history was obtained as secondary data. Pavement drainage characteristics were collected in terms of camber or cross slope using camber board (slope meter) for the carriage way and shoulders, availability of longitudinal side drain, presence of valley, terrain condition, soil moisture content, water table data, High Flood Level, rainfall data, land use and cross slope of the adjoining land. These data were used for finding out the drainage condition of the study stretches. Traffic studies were conducted, including classified volume count and axle load studies. From the field data thus collected, the progression of each parameter was plotted for all the study roads; and validated for their accuracy. Structural Number (SN) and Modified Structural Number (MSN) were calculated for the study stretches. Progression of the deflection, distress, unevenness, skid resistance and macro texture of the study roads were evaluated. Since the deterioration of the pavement is a complex phenomena contributed by all the above factors, pavement deterioration models were developed as non linear regression models, using SPSS with the periodic data collected for all the above road stretches. General models were developed for cracking progression, raveling progression, pothole progression and roughness progression using SPSS. A model for construction quality was also developed. Calibration of HDM–4 pavement deterioration models for local conditions was done using the data for Cracking, Raveling, Pothole and Roughness. Validation was done using the data collected in 2013. The application of HDM-4 to compare different maintenance and rehabilitation options were studied considering the deterioration parameters like cracking, pothole and raveling. The alternatives considered for analysis were base alternative with crack sealing and patching, overlay with 40 mm BC using ordinary bitumen, overlay with 40 mm BC using Natural Rubber Modified Bitumen and an overlay of Ultra Thin White Topping. Economic analysis of these options was done considering the Life Cycle Cost (LCC). The average speed that can be obtained by applying these options were also compared. The results were in favour of Ultra Thin White Topping over flexible pavements. Hence, Design Charts were also plotted for estimation of maximum wheel load stresses for different slab thickness under different soil conditions. The design charts showed the maximum stress for a particular slab thickness and different soil conditions incorporating different k values. These charts can be handy for a design engineer. Fuzzy rule based models developed for site specific conditions were compared with regression models developed using SPSS. The Riding Comfort Index (RCI) was calculated and correlated with unevenness to develop a relationship. Relationships were developed between Skid Number and Macro Texture of the pavement. The effort made through this research work will be helpful to highway engineers in understanding the behaviour of flexible pavements in Kerala conditions and for arriving at suitable maintenance and rehabilitation strategies. Key Words: Flexible Pavements – Performance Evaluation – Urban Roads – NH – SH and other roads – Performance Models – Deflection – Riding Comfort Index – Skid Resistance – Texture Depth – Unevenness – Ultra Thin White Topping

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Bildbasierte Authentifizierung und Verschlüsselung: Identitätsbasierte Kryptographie (oft auch identity Based Encryption, IBE) ist eine Variation der asymmetrischen Schlüsselverfahren, bei der der öffentliche Schlüssel des Anwenders eine beliebig wählbare Zeichenfolge sein darf, die dem Besitzer offensichtlich zugeordnet werden kann. Adi Shamir stellte 1984 zunächst ein solches Signatursystem vor. In der Literatur wird dabei als öffentlicher Schlüssel meist die Email-Adresse oder eine Sozialversicherungsnummer genannt. Der Preis für die freie Schlüsselwahl ist die Einbeziehung eines vertrauenswürdigen Dritten, genannt Private Key Generator, der mit seinem privaten Generalschlüssel den privaten Schlüssel des Antragstellers generiert. Mit der Arbeit von Boneh und Franklin 2001 zum Einsatz der Weil-Paarbildung über elliptischen Kurven wurde IBE auf eine sichere und praktikable Grundlage gestellt. In dieser Arbeit wird nach einer allgemeinen Übersicht über Probleme und Lösungsmöglichkeiten für Authentifizierungsaufgaben im zweiten Teil als neue Idee der Einsatz eines Bildes des Anwenders als öffentlicher Schlüssel vorgeschlagen. Dazu wird der Ablauf der Schlüsselausgabe, die Bestellung einer Dienstleistung, z. B. die Ausstellung einer personengebundenen Fahrkarte, sowie deren Kontrolle dargestellt. Letztere kann offline auf dem Gerät des Kontrolleurs erfolgen, wobei Ticket und Bild auf dem Handy des Kunden bereitliegen. Insgesamt eröffnet sich dadurch die Möglichkeit einer Authentifizierung ohne weitere Preisgabe einer Identität, wenn man davon ausgeht, dass das Bild einer Person angesichts allgegenwärtiger Kameras sowieso öffentlich ist. Die Praktikabilität wird mit einer Implementierung auf der Basis des IBE-JCA Providers der National University of Ireland in Maynooth demonstriert und liefert auch Aufschluss auf das in der Praxis zu erwartende Laufzeitverhalten.

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Worin genau liegen Möglichkeiten und Faszination des Films im Unterricht? Wie vermitteln Filme Wissenswertes, wann sollte man einen Film im Unterricht zeigen und wann ist eine andere Methode zu bevorzugen? Die meisten Schüler erinnern sich nur daran, dass Filme vor Weihnachten oder den Ferien gezeigt wurden um die letzte(n) Stunde(n) zu überbrücken. Doch im Medium Film steckt viel größeres Potenzial. Schüler können nicht nur Rezipienten von Unterrichtsfilmen sein, mit einfachen technischen Mitteln können sie auch zum Produzenten kleiner Unterrichtsfilme und Dokumentationen werden. Um mit Filmen zu arbeiten oder sogar Filme mit Schülern zu erstellen, bedarf es bei der Lehrperson ebenso wie den Schülern besonderer Fähigkeiten. Trotz all dieser Anforderungen übt der Film, ob nun Spiel- oder Lehrfilm, immer einen ganz besonderen Reiz auf Schüler aus. Doch Film einlegen, anschalten und die Bildungsverantwortung dem Film überlassen, funktioniert in keinem Unterricht. Vielmehr ist es so, dass durch den Film verschiedenste Anforderungen im Vorfeld an die Lehrperson und später an den Schüler gestellt werden. Was also muss der Lehrer und später der Schüler beherrschen um mit Filmen im Unterricht produktiv arbeiten zu können? An dieser Stelle setzen insbesondere die Bildungsstandards an, deren Fokus auf der Vermittlung von Kompetenzen liegt, da gerade auch das Erlernen von Medienkompetenzen für einen späteren erfolgreichen Einstieg in das Berufsleben immer wichtiger wird.Die vorgelegte wissenschaftliche Hausarbeit gliedert sich inhaltlich in zwei Teile. Zielsetzung des Hauptteils der wissenschaftlichen Hausarbeit ist es, eine thematisch umfassende Zusammenstellung zum Thema Filme im Biologieunterricht zu erstellen. Ausgehend davon, dass das Thema „Filme im Biologieunterricht“ im Studium gar nicht oder nur am Rand behandelt wird und dass die einschlägig bekannten Fachdidaktiken dieser Thematik selten mehr als ein bis zwei Seiten im Lehrbuch widmen (vgl. Berck 2005 S.148), soll eine Übersicht des momentanen Forschungsstands gegeben werden. Dazu gehört eine Kategorisierung (biologischer) Lehr- und Spielfilme, eine Auseinandersetzung mit den verschiedenen Abspielmedien, ein Überblick über Zeitpunkt und Häufigkeit des Filmeinsatzes sowie die umfassende Darstellung der benötigten Arbeitsweisen und Einsatzmöglichkeiten. Im zweiten Teil der wissenschaftlichen Hausarbeit soll eine beispielhafte Unterrichtseinheit (Projekteinheit) geplant und vorgestellt werden, die Möglichkeiten aufzeigen soll, wie Schüler an das Thema Film herangeführt werden können und wie sie mit dem für sie alltäglichen Gebrauchsgegenstand Handy, Filme und Dokumentationen für den Unterricht gestalten können.

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Slides and materials from each weeks session in one handy location

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Conocer y comprender las relaciones entre contexto, pensamiento y práctica. Estudio 1:100 profesores distribuidos en 20 centros de Enseñanza Secundaria. 9 de BUP, 7 de FP, 3 de ESO y 1 integra todos los niveles. 7 periféricos, 7 urbanos y 6 rurales. Estudio 2:100 profesores/as. Estudio 3: 2 profesores. Se diseñaron tres estudios. El primero pretende comprobar si la variable 'Tipo de instituto', bien sean centros de 'BUP', 'FP', 'ESO.', tiene alguna relación con el tipo de cultura. Si el tipo cultura se diferencia en algunos de ellos o es la misma en todos, ya que se enmarca en la misma etapa educativa. El segundo estudio tiene como objetivo conocer cuál o cuales son las teorías implícitas que el profesorado de secundaria se atribuye como propias. Es decir, comprobar si los conjuntos de enunciados asignados por su tipicidad y su polaridad a las distintas teorías, conforman factores independientes. Así mismo, se persigue averiguar si existe correlación entre dichas teorías y las culturas organizativas analizadas en el estudio anterior. En el tercer estudio se pretende conocer qué interacciones se establecen entre contexto (cultura organizativa), pensamiento (Teorías implícitas) y práctica del profesorado. Estudio 1: Cuestionario de las culturas de las organizaciones de Handy. Estudio 2: Cuestionario de teorías implicitas del profesorado de Secundaria sobre la enseñanza. Estudio 3:Cuestionarios: culturas organizativas y teorías implicitas. Observación: anotaciones de campo, video y guión. Entrevista. Análisis documental. Programa estadístico SPSS . Estudio 1: Las variables 'tipo de cultura' y 'tipo de instituto' poseen las siguientes correlaciones significativas: Los centros de BUP presentan una cultura del Club; los de BUP, FP y BUP-ESO, una cultura de Rol; y los de ESO, una cultura de la Tarea y de la Persona. Los resultados generales de la investigación sobre el tipo de cultura predominante en los centros de Secundaria, para el centro, nos conducen hacia una cultura del Rol, mezclándose con la de la Tarea. En centros de BUP y FP los resultados, no difieren en cuanto al tipo de cultura que predomina, ya que en todos ellos se destaca la cultura del Rol seguida por la de la Tarea. En los centros de ESO, la cultura de la Tarea aparece como prioritaria frente a la de Rol con la que se mezcla. En lo referente al para mí, el profesorado se sitúa principalmente en una cultura de la Tarea, siendo la de la Persona, elegida en segundo lugar. Y se refleja en todos los centros de los niveles educativos analizados. En dos centros de BUP aparecen las culturas del Rol y del Club respectivamente, como las predominantes. En un centro de FP, la cultura de Rol aparece como la principal, mezclándose con la de la Tarea. Estudio 2: No todos los enunciados correspondientes a una determinada teoría tienen un mejor comportamiento estadístico. De ahí, que no exista una correspondencia exacta entre estructura de tipicidad y la matriz factorial. Se identifican cuatro teorías que el profesorado de secundaria se atribuye: Dependiente, Interpretativa, Productiva y Socioactiva, producto esta última de la sintésis realizada por el profesorado, de la emancipativa y la expresiva. No existe una clara correlación entre las culturas organizativas de la enseñanza y las teorías que el profesorado se atribuye. Pero sí, correlaciones entre determinados items que conforman una teoría concreta y ciertas culturas. Estudio 3: Caso A.El análisis del contexto pone de manifiesto la coincidencia entre la cultura existente en su centro y la cultura con la que este profesor se identifica, cultura de Tarea. El análisis del pensamiento nos muestra un profesor que comparte planteamientos de las cuatro teorías, aunque la socioactiva e interpretativa aparecen como las que más se atribuye. Caso B. Análisis del contexto, pone de manifiesto, la existencia de dos culturas, la predominante en su centro, cultura de Rol y otra, con la que el se identifica, de la Persona. En el análisis del pensamiento aparecen claramente diferenciadas, las dos teorías que se atribuye, la socioactiva e interpretativa. 1.Existencia de climas organizativos de cultura de Tarea en el sector de la Enseñanza Secundaria. 2.Diferencias significativas de cultura organizativa en distintos tipos de centros. 3.Existencia de cuatro grandes teorías implícitas características del profesorado de secundaria: Dependiente, Interpretartiva, Socioactiva y Productiva. 4.No existencia de relaciones significativas entre el clima organizativo, medido a través del cuestionario de las culturas organizativas, y las teorías implícitas del profesorado medido a través del cuestionario de teorías implícitas. 5.Indicios de relación significativa entre algunos componentes de las teorías implícitas y algunas culturas de centro. 6. En los casos en donde hay coincidencia en la percepción del clima organizativo, las teorías implícitas tienden a apoyar consistentemente esa percepción.