Plano de marketing para o centro de excelência em natação e condicionamento físico acquamondo

This work of course conclusion has as objective main the development of a plan of marketing for academy of Acquamondo gymnastics. The enterprise has good equipment and training structure, allowing the client a propitious exercise that shows valuables results. However, there's no structured organization of internal and external communication and marketing: the concern with this topics, essential nowadays to the companies' survivor, practically doesn't exists. Expecting the improvement of the relationship between academy and its clients, enlarge the horizons of the mark and make it known at Bauru and region, stablish priority publics and actions and prospect new clients, the main ideas have been used of practices which contribute in an expressive way for the e stablished objective, like planning, strategic planning, marketing, communication and Public Relations, all applied to the reality of a micro and small company. Based on the concepts described above and by means of SWOT Analysis, a model of marketing plan was proposed with the aim of expanding the reach and impact power of Acquamondo gymnastics in the region its operates

Die römischen Kaiser in ihrem Verhältnisse zu Juden und Christen

von Adolf Weiss

Über die älteren hebräischen Steine im Elsass

von Julius Euting

Protest gegen die Vorschläge der Landes-Schulkonferenz (der 31 Vertreter der höheren Lehranstalten Preussens)

Boberach: Die Änderungsvorschläge zu den Plänen des Kultusministeriums wie diese selbst verstoßen wegen ihrer Bemühungen um Modernisierung des Lehrplans gegen das Ideal des Gymnasiums, in dem die Beschäftigung mit der klassischen Antike weiterhin im Mittelpunkt stehen muß

Na 50 Nachlass Arthur Schopenhauer - 'Schopenhauer-Archiv', 64 - Vereherungsschreiben der Schriftstellerin Jeanne Marie von Gayette

u.a.: Rezension der Frauenstädtschen ?Briefe über die Schopenhauersche Philosophie", Grenzboten 1854, Nr. 9; Studium der "Welt als Wille und Vorstellung" in der Universitätsbibliothek Berlin; Professor Werder; Polemik gegen Goethe und Hegel; Professor Karl Ernst Schubarth (1796?1861), Philologe und Ästhetiker in Berlin, zuletzt Gymnasialprofessor in Hirschberg; Dr. Pomtow, Verfasser der Abhandlung ?über die Immanenz des Willens in den Dingen und in der Seele. Ein Versuch, die Frage: Wie ist das Erkennen möglich? nach Arthur Schopenhauers Principien zu lösen." (Programm des Joachim sthalschen Gymnasiums zu Berlin vom 29. September 1854); Colnische Zeitung; Berliner Zeitung; H. Fichte; Julius Frauenstädt;

Götter, Bilder und Symbole nach den Traktaten über fremden Dienst (Aboda zara) in Mischna, Tosefta, Jerusalemer und babylonischem Talmud

von Hans Blaufuss

A review of load models for the prediction of footfall-induced vibration in structures

Crowd induced dynamic loading in large structures, such as gymnasiums or stadium, is usually modelled as a series of harmonic loads which are defined in terms of their Fourier coefficients. Different values of these coefficients that were obtained from full scale measurements can be found in codes. Recently, an alternative has been proposed, based on random generation of load time histories that take into account phase lag among individuals inside the crowd. This paper presents the testing done on a structure designed to be a gymnasium. Two series of dynamic test were performed on the gym slab. For the first test an electrodynamic shaker was placed at several locations and during the second one people located inside a marked area bounced and jumped guided by different metronome rates. A finite element model (FEM) is presented and a comparison of numerically predicted and experimentally observed vibration modes and frequencies has been used to assess its validity. The second group of measurements will be compared with predictions made using the FEM model and three alternatives for crowd induced load modelling.

Model of human rhythmic activities on structures

Crowd induced dynamic loading in large structures, such as gymnasiums or stadiums, is usually modelled as a series of harmonic loads which are defined in terms of their Fourier coefficients. Different values of these Fourier coefficients that were obtained from full scale measurements can be found in codes. Recently, an alternative has been proposed, based on random generation of load time histories that take into account phase lags among individuals inside the crowd. Generally the testing is performed on platforms or structures that can be considered rigid because their natural frequencies are higher than the excitation frequencies associated with crowd loading. In this paper we shall present the testing done on a structure designed to be a gymnasium, which has natural frequencies within that range. In this test the gym slab was instrumented with acceleration sensors and different people jumped on a force plate installed on the floor. Test results have been compared with predictions based on the two abovementioned load modelling alternatives and a new methodology for modelling jumping loads has been proposed in order to reduce the difference between experimental and numerical results at high frequency range.

Influence of crowds in the dynamic characteristics of a structure

The interest for modelling of human actions acting on structures has been recurrent since the first accidents on suspension bridges in the nineteenth century like Broughton (1831) in the U.K. or Angers (1850) in France. Stadiums, gymnasiums are other type of structure where the human induced vibration is very important. In these structures appear particular phenomenon like the interaction person-structure (lock-in), the person-person synchronization, and the influence of the mass and damping of the people in the structure behaviour. This work focuses on the latter topic. The dynamic characteristic of a structure can be changed due to the presence of people on it. In order to evaluate these property modifications several testing have been carried out on a structure designed to be a gymnasium. For the test an electro-dynamic shaker was installed in a fixed point of the gym slab and different groups of people were located around the shaker. In each test the number of people was changed and also their posture (standing and sitting). Test data were analyzed and processed to verify modifications in the structure behaviour.

Modifications in the Dynamic Properties of a Structure due to Human Actions

The interest for modelling of human actions acting on structures has been recurrent since the first accidents on suspension bridges in the nineteenth century such as Broughton (1831) in the U.K. or Angers (1850) in France. Stadiums, gymnasiums are other types of structure where human induced vibration is very important. In these structures a particular phenomenon appears such as the interaction personstructure (lock-in), the person-person synchronization, and the influence of the mass and damping of the people in the structural behaviour. This paper focuses on the latter topic. In order to evaluate these property modifications several tests have been carried out on a stand-alone building. For the test an electro-dynamic shaker was installed at a fixed point of the gym slab and different groups of people were located around the shaker. The dynamic characteristics of the structure without people inside have been calculated by two methods: using a three-dimensional finite element model of the building and by operational modal analysis. These calculated experimental and numerical values are the reference values used to evaluate the modifications in the dynamic properties of the structure.

Acciones humanas sobre estructuras

En esta tesis se propone un nuevo modelo de carga para caracterizar los saltos de personas sobre estructuras y se estudia la influencia de las personas en las propiedades dinámicas de la estructura. En el estudio del comportamiento estructural de construcciones como gimnasios, salas de baile, estadios, auditorios o pasarelas peatonales sometidas a cargas producidas por un gran número de personas, se deben tener en cuenta las fuerzas dinámicas, lo cual implica el uso de modelos de cálculo más complejos y criterios de dimensionamiento con nuevos parámetros. Por ello, es necesario determinar a qué cargas van a estar sometidas este tipo de estructuras y cómo van a cambiar cuando se encuentren ocupadas por personas. En la primera parte del trabajo se presenta el problema de considerar las fuerzas dinámicas en el análisis de estructuras. Se indican los factores que influyeron en el interés por este tipo de estudios. Se exponen los objetivos de la tesis y se propone la metodología para conseguirlos. También en esta primera parte se describe el estado del arte. Se explican los modelos existentes de carga generada por saltos de personas y se hace un repaso de los principales autores y estudios sobre este tema. Por último se exponen algunas ideas sobre las modificaciones dinámicas que provoca la presencia de las personas en las estructuras. En la segunda parte de la tesis se explica el modelo de carga de saltos propuesta en este trabajo, donde se incluye una campaña de ensayos con saltos sobre una placa de carga. Se describen las estructuras de ensayo, un gimnasio y una losa que cubre un aljibe. Se detalla la identificación de las propiedades dinámicas de las estructuras, describiendo los ensayos correspondientes y los resultados de un Análisis Operacional Modal. Por último se presenta el modelo de elementos finitos de la estructura elegida para los ensayos. En la tercera y última parte del trabajo se comprueba la validez de los modelos de carga estudiados mediante la realización de ensayos dinámicos con personas saltando y la posterior comparación de los resultados experimentales con las simulaciones numéricas. Como último resultado se estudia la influencia de las personas en las propiedades dinámicas de la estructura. Para ello se utilizan los datos obtenidos mediante un ensayo con personas pasivas. ABSTRACT In this thesis, a new load model is proposed to characterize people jumping on structures and the influence of people in the dynamic properties of the structure is studied. In the study of the structural behavior of buildings such as gymnasiums, dance halls, stadiums, auditoriums or footbridges subjected to loads generated by crowd, dynamic forces must take into account, which involves the use of more complex calculation models and dimensioning criteria with new parameters. Therefore, it is necessary to determine these dynamic loads and how structures will change when they are occupied by people. In the first part of the work the problem of considering the dynamic forces in the analysis of structures is presented. The factors that influence on the interest in this type of study are indicated. The objectives of the thesis are presented and also the proposed methodology in order to achieve them. In this first part the state of the art is described. Existing jumping load models are explained and a review of the main authors and studies on this subject is done. Finally some ideas about the dynamic changes caused by the presence of people in the structures are exposed. In the second part of the thesis the proposed jumping load model is explained, including jump tests on a force plate. Test structures, a gym and a concrete slab are described. Dynamic properties identification of the test structures is detailed with the corresponding tests and Operational Modal Analysis results. Finally, a finite element model of the structure chosen for the tests is presented. In the third part of the work, the studied jump load models are validated by performing dynamic testing with people jumping and the subsequent comparison of experimental results with numerical simulations. As a last result, the influence of people on the dynamic properties of the structure is checked. For this purpose, obtained data from a test with passive people are used.

Uber den gebrauch der metaphern bei Juvenal [microform],

At head of title: Programm des Gymnasiums und der Vorbereitungsschule zu Wittenberg...

Vom atelier des Brygos [ein beitrag zur griechischen vasenkunde]

Disbound Original Held in Oak Street Library Facility.

De Ammiano Marcellino /

At the head of title: Zu der öffentlichen Prüsung der Schüler des Königlichen Friedrich-Wilhelms-Gymnasiums zu Posen am 3. April 1852 ladet alle Beschützer, Gönner und Freunde des Schulwesens chrerbietigst und ergebenst ein A.G. Heydemann.

Ueber das sogenannte Epitheton ornans in den horazischen Oden.

"Programm des K.K. Deutschen Ober-Gymnasiums in Brunn fur das Schul-Jahr 1878".