960 resultados para American Field Service.


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Pro gradu tutkimuksessa käsitellään oppivan organisaation ja innovatiivisuuden teorioita eri näkökulmista. Kirjallisuuskatsauksen jälkeen esitellään Turun Wärtsilä Field Service, ja empiirisessä osiossa teetetään edellä mainittuihin aiheisiin liittyen kaksi ryhmähaastattelua osaston työntekijöillä. Tämä pro gradu syntyi tarpeesta toteuttaa tutkimus Wärtsilä Field Servicessä tekijöistä, jotka vaikuttavat innovatiiviseen toimintaa sekä tiedon välittymiseen. Haastattelujen pohjalta syntyy ensi kertaa suomenkielistä materiaalia Wärtsilä kenttähuollon työntekijöiden mielipiteistä ja innovatiivisuutta estävistä ja edistävistä tekijöistä. Tämä on myös gradun päätutkimus kohde. Oppivat organisaatiot pyrkivät jatkuvasti uusiutumaan ympäristön vaatimustenmukaisesti ja analysoimaan omaa toimintaansa. Täten yksilöiltä edellytetään jatkuvaa muutosvalmiutta, innovatiivisuutta ja oppimisvalmiutta. Tämän perusteella,tässä tutkimuksessa, innovatiivisuus oletetaan kuuluvaksi myös erottamattomastioppiviin organisaatioihin. Lisäksi informaation välittyminen huomioidaan tutkimuksessa keskeisenä tekijänä, sillä innovatiivisuus kanavoituu yrityksen eduksi parhaiten, mikäli työntekijät saadaan jakamaan tietoa avoimesti. Tutkimuksen tavoitteena on palvella johtoa, ja antaa pohja selvitystyölle kehitettäessä yrityksen toimintaa, ja kerättäessä ideoita, jotka lopulta tuottavat lisäarvoa yrityksen toiminnalle. Ryhmähaastattelujen tuloksena syntyy ehdotelmia toteuttamiskelpoisista arkipäivän toimintaan liittyvistä parannuksista, joita Wärtsilän kenttähuollossa on mahdollista soveltaa.

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1 Brief von Max Horkheimer an die Commerzbank Stuttgart, 1947; 2 Briefe von Max Horkheimer an die United States Lines, 1946-1947; 4 Brief und Beilage von Max Horkheimer an das American Consulate General Stuttgart, 1940-1941, 1946; 1 Brief von Max Horkheimer an das Hebrew Sheltering and Immigrant Aid, 1946; 1 Brief von Max Horkheimer an Lilly Straus, 1945; 2 Briefe von Max Horkheimer an Herbert S. Eskin, 1945; 3 Briefe von Max Horkheimer an State of New York, 1939-1941; 5 Briefe von Max Horkheimer an das American Friends Service Committee, 1940-1941; 2 Briefe von Max Horkheimer an Elisabeth Kunz, 1941;

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Mode of access: Internet.

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At head of title 1908- : U.S. War Department, Office of the Chief of Staff.

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At head of title: Excerpts from P. C. B. Form No. 18.

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"Livestock references": p. 183-184.

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The adoption of Augmented Reality (AR) technologies can make the provision of field services to industrial equipment more effective. In these situations, the cost of deploying skilled technicians in geographically dispersed locations must be accurately traded off with the risks of not respecting the service level agreements with the customers. This paper, through the case study of a leading OEM in the production printing industry, presents the challenges that have to be faced in order to favour the adoption of a particular kind of AR named Mobile Collaborative Augmented Reality (MCAR). In particular, this study uses both qualitative and quantitative research. Firstly, a demonstration to show how MCAR can support field service was settled in order to achieve information about the use experience of the people involved. Then, the entire field force of Océ Italia – Canon Group was surveyed in order to investigate quantitatively the technicians’ perceptions about the usefulness and ease of use of MCAR, as well as their intentions to use this technology.

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Mode of access: Internet.

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A study was undertaken by the Bituminous Research Laboratory of the Engineering Research Institute at Iowa State University, under the sponsorship of the Iowa Highway Research Board, project HR 100, to ascertain the effects of a number of characteristics and properties of asphaltic concrete mixes upon the service behavior of the mixes as evaluated by the Traffic Simulator and by field observations. The study included: Investigations of the relations, of gradation, fraction and resistance to wear of aggregates; of stability, cohesion, per cent voids and asphalt content: of a number of laboratory and field mixes to service behavior as indicated by the Traffic Simulator under various test conditions. Based upon the results of the tests and the relationships noted, tentative criteria for the Traffic Simulator test were devised, subject to verification by observations and measurements of field service behavior of the mixes.

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The major objective of this research project was to use thermal analysis techniques in conjunction with x-ray analysis methods to identify and explain chemical reactions that promote aggregate related deterioration in portland cement concrete. Twenty-two different carbonate aggregate samples were subjected to a chemical testing scheme that included: • bulk chemistry (major, minor and selected trace elements) • bulk mineralogy (minor phases concentrated by acid extraction) • solid-solution in the major carbonate phases • crystallite size determinations for the major carbonate phases • a salt treatment study to evaluate the impact of deicer salts Test results from these different studies were then compared to information that had been obtained using thermogravimetric analysis techniques. Since many of the limestones and dolomites that were used in the study had extensive field service records it was possible to correlate many of the variables with service life. The results of this study have indicated that thermogravimetric analysis can play an important role in categorizing carbonate aggregates. In fact, with modern automated thermal analysis systems it should be possible to utilize such methods on a quality control basis. Strong correlations were found between several of the variables that were monitored in this study. In fact, several of the variables exhibited significant correlations to concrete service life. When the full data set was utilized (n = 18), the significant correlations to service life can be summarized as follows ( a = 5% level): • Correlation coefficient, r, = -0.73 for premature TG loss versus service life. • Correlation coefficient, r, = 0.74 for relative crystallite size versus service life. • Correlation coefficient, r, = 0.53 for ASTM C666 durability factor versus service life. • Correlation coefficient, r, = -0.52 for acid-insoluble residue versus service life. Separation of the carbonate aggregates into their mineralogical categories (i.e., calcites and dolomites) tended to increase the correlation coefficients for some specific variables (r sometimes approached 0.90); however, the reliability of such correlations was questionable because of the small number of samples that were present in this study.

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In jointed portland cement concrete pavements, dowel bars are typically used to transfer loads between adjacent slabs. A common practice is for designers to place dowel bars at a certain, consistent spacing such that a sufficient number of dowels are available to effectively transfer anticipated loads. In many cases, however, the standards developed today for new highway construction simply do not reflect the design needs of low traffic volume, rural roads. The objective of this research was to evaluate the impact of the number of dowel bars and dowel location on joint performance and ultimately on pavement performance. For this research, test sections were designed, constructed, and tested in actual field service pavement. Test sections were developed to include areas with load transfer assemblies having three and four dowels in the outer wheel path only, areas with no joint reinforcement whatsoever, and full lane dowel basket assemblies as the control. Two adjacent paving projects provided both rural and urban settings and differing base materials. This report documents the approach to implementing the study and provides discussion and suggestions based on the results of the research. The research results indicate that the use of single three or four dowel basket assemblies in the outer wheel path is acceptable for use in low truck volume roads. In the case of roadways with relatively stiff bases such as asphalt treated or stabilized bases, the use of the three dowel bar pattern in the outside wheel path is expected to provide adequate performance over the design life of the pavement. In the case of untreated or granular bases, the results indicate that the use of the three or four dowel bar basket in both wheel paths provides the best long-term solution to load transfer and faulting measurements.

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The major objective of this research project is to utilize thermal analysis techniques in conjunction with x-ray analysis methods to identify and explain chemical reactions that promote aggregate related deterioration in Portland cement concrete. The first year of this project has been spent obtaining and analyzing limestone and dolomite samples that exhibit a wide range of field service performance. Most of the samples chosen for the study also had laboratory durability test information (ASTM C 666, method B) that was readily available. Preliminary test results indicate that a strong relationship exists between the average crystallite size of the limestone (calcite) specimens and their apparent decomposition temperatures as measured by thermogravimetric analysis. Also, premature weight loss in the thermogravimetric analysis tests appeared to be related to the apparent decomposition temperature of the various calcite test specimens.

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Divided into 22 chapters, each paged separately.