Evaluación de la reducción del potencial de licuefacción del suelo del proyecto “Outlet Premium Lurín”, luego de haber sido mejorado mediante la implementación de pilas de grava compactada. / Assessment of the reduction of potential soil liquefaction on the “Outlet Premium Lurin Project”, after being improved right through the implementation of compacted gravel piles.

Esta investigación busca validar el trabajo realizado por el Ingeniero Roberto Michelena, obteniendo la ecuación de correlación para suelos cohesivos haciendo uso de estudios de suelos realizados por una empresa diferente a la suya. Esta abarca un tema en particular en el Perú sobre el uso de una correlación para suelos cohesivos, para la cual no se han realizado investigaciones adicionales tras la propuesta por el ingeniero Roberto Michelena. Para realizar esta investigación, de manera cabal, se establecen cuatro capítulos clave para el desarrollo de la misma: El primer capítulo, Metodología de Investigación, plasma el tipo de investigación, enfoque y la selección de la muestra para desarrollar la investigación de manera ordenada y con resultados relevantes. El segundo capítulo, Marco Teórico, contempla los procedimientos de los ensayos in-situ a los que hace referencia esta investigación y los conocimientos necesarios de estadística para el entendimiento de la misma. El tercer capítulo, Análisis y Levantamiento de la información, cómpren la de todos los estudios representativos en los que se haya realizado ensayos de penetración estándar (SPT) y cono de Peck, para luego seleccionar los estudios que nos servirán para el desarrollo de la estadística.El cuarto capítulo, Aplicación de la metodología estadística, consiste en hacer uso de los conocimientos estadísticos descritos en el segundo capítulo para cumplir la finalidad de la tesis. Finalmente, se presentan dos capítulos: Conclusiones, para obtener un análisis general de la investigación; y Recomendaciones, para seguir fomentando la investigación de la correlación entre el ensayo de penetración estándar (SPT) y el Cono de Peck en suelos cohesivos. / This research seeks to validate the work done by the engineer Roberto Michelena, obtaining the correlation equation for cohesive soils making use of studies of soils made by a company different from his own. This covers a particular issue in Peru on the use of a correlation for cohesive soils, for which no additional research has been carried out following the proposal by the engineer Roberto Michelena. To carry out this research, fully, four key chapters are established for the development of the same: The first chapter, Research Methodology, shapes the type of research, approach and selection of the sample to develop research in an orderly manner and with relevant results. The second chapter, Theoretical Framework, contemplates the procedures of the in-situ tests to which this research refers and the necessary knowledge of statistics for the understanding of the same. The third chapter, Analysis and Survey of the information, take the one of all the representative studies in which the standard penetration tests (SPT) and cone of Peck have been carried out, to then select the studies that will be useful for the development of the statistic. The fourth chapter, Application of statistical methodology, is to make use of the statistical knowledge described in the second chapter to fulfill the purpose of the thesis. Finally, two chapters are presented: Conclusions, to obtain a general analysis of the research; And Recommendations to further promote the investigation of the correlation between the standard penetration test (SPT) and the Peck Cone in cohesive soils.

The aim of thesis was to analyse management and economic activity of sports club Iuventa Michalovce with his sports arena Chemkostav Arena. To achieve this goal it was necessary to analyse revenues and expenses of the club, along with the correlation results to finance resources. Emphasis was also held at the human resources, competition analysis and communication towards the fans and society. It was proved that Iuventa Michalovce is the prototype of a modern sports club, which together with the patron tries to build a quality background and increase the popularity of handball locally and Slovakia. Thanks to its main partner, the situation in the club is stable, although the club does not achieve positive economic results, as it focuses primarily on the sport results.

Orientador: Evaldo A. Vieira / Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Educação / Made available in DSpace on 2018-07-13T21:21:13Z (GMT). No. of bitstreams: 1 Said_AnaMaria_M.pdf: 7236029 bytes, checksum: 90cbffd910aeac201982a939a71bd63d (MD5) Previous issue date: 1989 / Mestrado

This report provides a comparison of discrete-event simulation tools for supply chain models. We use different simulation tools (Arena and AnyLogic) to analyze and inspect the C14 supply chain management benchmark, as well as, a real-world business supply chain model that is provided by Vantai company in China. In this study, we consider different aspects of these simulation tools (such as, the capability of discrete-event simulation, visualization, simulation efficiency and accuracy, and debugging) to explore their advantages and disadvantages. We hope that our simulation results will have a positive impact on the supply chain management of the companies that provided us with data for this study; furthermore, the comparison results may be useful to developers and researchers in future simulation studies.

Examensarbetet är en studie av den fasta delen av takkonstruktionen i Swedbank Arena. Syftet med examensarbetet är att undersöka hur valet av att använda höghållfast stål påverkat kostnader och miljö under hela konstruktionens livstid. I undersökningen har takkonstruktionen dimensionerats med tre olika alternativ där andelen höghållfast stål i konstruktionen har varierats. Nedan beskrivs översiktligt de stålsorter som alternativen är uppbyggda av.   -          Alternativ A innehåller endast konventionellt stål som har sträckgräns 355 MPa. -          Alternativ B är det alternativ som byggts i verkligheten. Den verkliga konstruktionen innehåller stålsorter med sträckgränser mellan 355 MPa - 900 MPa. -          Alternativ C innehåller en större andel höghållfast stål än den verkliga konstruktionen. Detta alternativ innehåller stålsorter med sträckgränser 355- 900 MPa.   Dimensioneringen av takkonstruktionen har utförts med programmet Autodesk Robot Structural Analysis Professional 2010 som innehåller automatisk normkontroll enligt Boverkets handbok om stålkonstruktioner, BSK07. I analysen har två modeller skapats, alternativ A och C, för att kunna jämföras med den verkliga takkonstruktionen, alternativ B. Resultaten från analysen har använts i beräkningarna av kostnad och miljöpåverkan.   För att beräkna miljöpåverkan användes ett livscykelanalysverktyg som är speciellt utvecklat för stål. I studien jämfördes miljöpåverkan för alternativen med höghållfast stål med ett alternativ som endast består av konventionellt stål. Det har antagits att miljöpåverkan under profiltillverkning, montage och användningsfasen är lika stora eller försumbar för studien. Miljöstudien är en jämförelsestudie. Det innebär att områden i konstruktionens livscykel som resulterar i lika stor miljöpåverkan för samtliga alternativ inte tas med i beräkningen.   Kostnadsberäkningen har genomförts i samarbete med Ruukki. Med resultaten från analysen i Robot skapades ett frågeunderlag som Ruukki använde för att beräkna de totala kostnaderna för samtliga alternativ. Det som Ruukki beaktade vid prissättningen var materialpris, svetsning i verkstad, målning, transport och eventuellt byte av kran vid montage. I kostnadsanalysen har det antagits att projekteringskostnader och användning av takkonstruktionen är densamma för samtliga alternativ. Kostnadsanalysen har utförts som en jämförelsestudie mellan de olika alternativen.   Stålmängderna minskar när man använder sig av höghållfast stål. Detta har medfört att både den totala kostnaden och miljöpåverkan för den verkliga konstruktionen blivit lägre i jämförelse med en konstruktion som endast består av konventionellt stål. Genom att använda höghållfast stål har man sparat mycket pengar och samtidigt reducerat miljöpåverkan. / The thesis is a study of the fixed part of the roof structure in Swedbank Arena. The purpose of the study is to investigate how the choice of using high strength steel has influenced costs and environmental impact throughout the entire life cycle. The roof has been designed with three different alternatives in which the proportion of the high-strength has varied. The following text describes briefly which grades the alternatives are composed of.   -          Alternative A contains only conventional steel with a yield strength of 355 MPa. -          Alternative B is the design that has been built. This structure contains steel with a yield strength between 355- 900 MPa. -          Alternative C contains a larger proportion of high-strength steel than the existening construction. This alternative contains steel with a yield strength between 355-900 MPa.   The calculations of the roof structure have been performed with the program Autodesk Robot Structural Analysis Professional 2010 which has an automatic code check according to BSK07, a publication from the Swedish national Board of Housing, Building and Planning. Two different models, alternative A and C, have been created and compared with the real structure, alternative B. The results from this analysis have been used in the calculations of cost and environmental impact.   In the calculations of environmental impact a life cycle analysis tool was used that has been developed especially for steel. The study compared the environmental impact of the alternatives with high strength steel with the alternative that only consists of conventional steel. It has been assumed that the environmental impact in the manufacturing of the profiles, assembly of the steel construction and the use phase is equal or negligible for the study. The environmental study is a comparison study. This means that parts of the constructions life cycle that result in an equal environment impact for all alternatives are not calculated in the study.   The cost estimation was calculated in collaboration with Ruukki. The result of the analysis in Robot was used as a tender request that Ruukki used to calculate the total costs of all alternatives. In the cost calculations Ruukki took into account the differences in material prices, welding in the steel factory, painting, transportation and possible replacement of the crane during assembly. In the cost analysis it has been assumed that the cost of designing the roof structure and the use phase is the same for all alternatives. The cost analysis has been performed as a comparison study between the different alternatives.   The result of the study shows that the steel volume decreased when the structure consists of high strength steel. The decrease of the steel volume resulted in a reduced total cost and environmental impact. By using high strength steel a lot of money has been saved and in the same time the environmental impact has decreased. The thesis is a study of the fixed part of the roof structure in Swedbank Arena. The purpose of the study is to investigate how the choice of using high strength steel has influenced costs and environmental impact throughout the entire life cycle. The roof has been designed with three different alternatives in which the proportion of the high-strength has varied. The following text describes briefly which grades the alternatives are composed of.   -          Alternative A contains only conventional steel with a yield strength of 355 MPa. -          Alternative B is the design that has been built. This structure contains steel with a yield strength between 355- 900 MPa. -          Alternative C contains a larger proportion of high-strength steel than the existening construction. This alternative contains steel with a yield strength between 355-900 MPa.   The calculations of the roof structure have been performed with the program Autodesk Robot Structural Analysis Professional 2010 which has an automatic code check according to BSK07, a publication from the Swedish national Board of Housing, Building and Planning. Two different models, alternative A and C, have been created and compared with the real structure, alternative B. The results from this analysis have been used in the calculations of cost and environmental impact.   In the calculations of environmental impact a life cycle analysis tool was used that has been developed especially for steel. The study compared the environmental impact of the alternatives with high strength steel with the alternative that only consists of conventional steel. It has been assumed that the environmental impact in the manufacturing of the profiles, assembly of the steel construction and the use phase is equal or negligible for the study. The environmental study is a comparison study. This means that parts of the constructions life cycle that result in an equal environment impact for all alternatives are not calculated in the study.   The cost estimation was calculated in collaboration with Ruukki. The result of the analysis in Robot was used as a tender request that Ruukki used to calculate the total costs of all alternatives. In the cost calculations Ruukki took into account the differences in material prices, welding in the steel factory, painting, transportation and possible replacement of the crane during assembly. In the cost analysis it has been assumed that the cost of designing the roof structure and the use phase is the same for all alternatives. The cost analysis has been performed as a comparison study between the different alternatives.   The result of the study shows that the steel volume decreased when the structure consists of high strength steel. The decrease of the steel volume resulted in a reduced total cost and environmental impact. By using high strength steel a lot of money has been saved and in the same time the environmental impact has decreased.

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The building will create a meeting place for athletes who want to develop their knowledge in associated extreme sports. BX center should be a destination where development and training are in focus. The activities should feel both easily accessible and inclusive, while there is the opportunity for individual training opportunities. The building will not only attract residents around the area but also people outside Eskilstuna. The goal is for private individuals, companies and associations to be able to come overnight and use the property according to its own interests and sports investments. The building is divided into two levels plus a completely usable roof level. The roof level and entrance level are cast in place with organic curves that function as heights and separate the level in different areas or functions. Ground floor is flat on the ground and contains more public functions, such as exhibition spaces, auditorium, seminar room, restaurant and accommodation. Ground floor is more adapted to the athlete's needs with gym, changing rooms, physiotherapist, social areas, etc.The roof with its organic shapes will function as a huge skate park, which can be climbed in three places. At ground level there is a skate park, pump track, pakrour / trial track, motocross track, basketball court, volleyball court and trailer / mountain bike track. / Byggnaden ska skapa mötesplats för atleter som vill utveckla sina kunskaper inom tillhörande extremsport. BX center ska vara en destination där utveckling och träning är i fokus. Aktiviteterna ska både kännas lättillgängliga och inkluderande samtidigt som det finns möjlighet för individuella träningsmöjligheter. Byggnaden ska inte bara locka invånare runt omkring i området utan även personer utanför Eskilstuna kommun. Målet är att privatpersoner, företag och föreningar ska kunna komma övernatt och utnyttja fastigheten utefter dess egna intressen och idrottsliga satsningar.  Byggnaden är indelad i två plan plus ett helt användbart takplan. Takplanet och entréplan är platsgjutna med organiska kurvor som fungerar som höjder och skiljer av planen i olika områden eller funktioner. Markplan är platt på marken och innehåller mer offentliga funktioner, så som utställningsytor, aula, seminarierum, restaurang och boende. Markplan är mer anpassad utefter idrottarens behov med gym, omklädningsrum, sjukgymnast, sälskapsytor osv. Taket med sina organiska former ska fungera som en jättestor skatepark, som man kan ta sig upp på tre ställen. På marknivå finns det både skatepark, pumptrack, pakrour/trial bana, motorcrossbana, basketplan, volleybollplan samt trailer/mountainbike spår.

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