Slumpmässigt musikskapande : En studie om slumpens betydelse för musikskapare och musikskapandeprocesser

Rapporten behandlar slumpfenomenets betydelse i musikskapandeprocesser. Syftet med den är att bidra till en djupare förståelse för slumpartade upptäckters betydelse för musikskapare under deras skapandeprocesser, såväl som slumpens värde i musiken de konsumerar, producerad av någon annan. Undersökningens teorier och tidigare forskning utgörs främst av litteratur om kreativitets- och slumpbegreppet. I och med undersökningen utvecklades av mig två begrepp, för att särskilja olika typer av slumper. Den rena slumpen, som definieras som ett tekniskt missöde eller ett misstag, och den framtvingade slumpen som definieras som en slump som är medvetet framkallad under skapandeprocessen men vars resultat är okänt tills handlingen är utförd. Undersökningen gick till genom en enkät vars syfte var att identifiera musikskapare, en fokusgrupp där dessa musikskapare sedan deltog samt en djupintervju med en musikskapare med erfarenhet av slumpen i sitt egna skapande. Resultatet visade att musikskapare värderar den rena slumpens resultat högre än den framtvingade slumpens. Båda typer av slump upplevs dock tillföra en önskvärd oväntad ingrediens i musik, både i skaparnas egna musikskapandeprocesser som i musiken som skaparna konsumerar. Det övergripande värdet av slumpen kommer från dess oväntade karaktär och slumpens inflytande i musikskapandeprocessen liknas vid det från en utomstående part, vilket kan upplevas som fördelaktigt för en del musikskapare. Empirin indikerar dessutom på att musikskapare med starka kontrollbehov mer sannolikt avfärdar slumpen i sina skapandeprocesser än dem med avsaknad av det. Musikskapare vars musikaliska arbetsmiljö innefattar arbete digitalt i DAW är även mer mottagliga för slumpen i sitt skapande, vilket kan tänkas bero på slumpens lättillgänglighet i denna arbetsmiljö. Det framkom dessutom att upptäckter från den rena slumpen ofta görs i kreativa sinnestillstånd, med starkt inflytande från det omedvetna, som omskrivits inom kreativitetsforskning. För framtida forskning vore det eventuellt relevant att utveckla de begrepp som kommit till i och med min undersökning. Utvecklingen skulle kunna göras genom att tillämpa och undersöka begreppens relevans inom andra typer av skapandeprocesser än musikskapande.

Determination of the rheological parameters of self-compacting concrete matrix using slump flow test

The classification of a concrete mixture as self-compacting (SCC) is performed by a series of empirical characterization tests that have been designed to assess not only the flowability of the mixture but also its segregation resistance and filling ability. The objective of the present work is to correlate the rheological parameters of SCC matrix, yield stress and plastic viscosity, to slump flow measurements. The focus of the slump flow test investigation was centered on the fully yielded flow regime and an empirical model relating the yield stress to material and flow parameters is proposed. Our experimental data revealed that the time for a spread of 500 mm which is used in engineering practice as reference for measurement parameters, is an arbitrary choice. Our findings indicate that the non-dimensional final spread is linearly related to the non-dimensional yield-stress. Finally, there are strong indications that the non-dimensional viscosity of the mixture is associated with the non-dimensional final spread as well as the stopping time of the slump flow; this experimental data set suggests an exponential decay of the final spread and stopping time with viscosity. © Appl. Rheol.

Avoiding the second year slump : a transition framework for students progressing through university

The ‘Sophomore Slump’ is a lack of engagement that can be experienced by students entering their second year at University. It has been a recognized phenomenon in American universities for many years but has gone largely unrecognized within Australian Universities. In 2009 a program called ‘Welcome to Second Year’ was introduced at a Metropolitan Australian University for Science students returning as second years or articulating straight into second year. The one day program took place during the week before trimester 1 classes commenced. The aim of the program was to re-engage students both socially with their peers, and academically with their course, and also to introduce them to professionals in their field. This paper provides a description of the program as well as student evaluation of the program over the three years it has now been run.

The Great Slump of 2008–9 and Ukraine's integration with the European Union

For a number of years following the Orange revolution of 2004, Ukraine aspired to join the European Union. Although full integration was never a short-term prospect, European integration, through the Association Agreement and the Deep and Comprehensive Free Trade Area, offers considerable benefits to Ukraine. However, the country was severely affected by the Great Slump of 2008–9 in the global economy, and this profoundly negative experience has shaped Ukrainian domestic and foreign policy in the subsequent period, putting paid to aspirations to EU membership and influencing the Ukrainian government's decision to seek a closer relationship with Russia immediately following the presidential election of 2010. Nevertheless, closer relations with Russia should not adversely affect Ukraine's efforts at EU integration.

Lumps and balls in high-slump concrete: reasons and remedy

The objective of this research was to investigate the reason lumps occur in high-slump concrete and develop adequate batching procedures for a lumps-free high-slump ready-mix concrete mix used by the Florida Department of Transportation. Cement balls are round lumps of cement, sand, and coarse aggregate, typically about the size of a baseball that frequently occur in high-slump concrete. Such lumps or balls jeopardize the structural integrity of structural members. Experiments were conducted at the CSR Rinker concrete plant in Miami, Florida, based on a protocol developed by a team of Florida Department of Transportation (FDOT) concrete engineers, Rinker personnel, and Florida International University faculty. A total of seventeen truckloads were investigated in two phases, between April 2001 and March 2002. The tests consisted of gathering data by varying load size, discharge rate, headwater content, and mixing revolutions. The major finding was that a usual load size and discharge rate, an initial headwater ratio of 30%, and an initial number of revolutions of 100 at 12 revolutions per minute seem to produce a lump-free high-slump concrete. It was concluded that inadequate mixing and batching procedures caused cement lumps. Recommendations regarding specific load size, discharge rates, number of mixing revolutions, and initial water content are made. Clear guidelines for a high-slump concrete batching protocol can be developed, with further testing based on these research conclusions.

The Pico de Navas slump (Burgos, Spain): a large rocky landslide caused by underlying clayey sand fluidification

The Pico de Navas landslide was a large-magnitude rotational movement, affecting 50x106m3 of hard to soft rocks. The objectives of this study were: (1) to characterize the landslide in terms of geology, geomorphological features and geotechnical parameters; and (2) to obtain an adequate geomechanical model to comprehensively explain its rupture, considering topographic, hydro-geological and geomechanical conditions. The rupture surface crossed, from top to bottom: (a) more than 200 m of limestone and clay units of the Upper Cretaceous, affected by faults; and (b) the Albian unit of Utrillas facies composed of silty sand with clay (Kaolinite) of the Lower Cretaceous. This sand played an important role in the basal failure of the slide due to the influence of fine particles (silt and clay), which comprised on average more than 70% of the sand, and the high content presence of kaolinite (>40%) in some beds. Its geotechnical parameters are: unit weight (δ) = 19-23 KN/m3; friction angle (φ) = 13º-38º and cohesion (c) = 10-48 KN/m2. Its microstructure consists of accumulations of kaolinite crystals stuck to terrigenous grains, making clayey peds. We hypothesize that the presence of these aggregates was the internal cause of fluidification of this layer once wet. Besides the faulted structure of the massif, other conditioning factors of the movement were: the large load of the upper limestone layers; high water table levels; high water pore pressure; and the loss of strength due to wet conditions. The 3D simulation of the stability conditions concurs with our hypothesis. The landslide occurred in the Recent or Middle Holocene, certainly before at least 500 BC and possibly during a wet climate period. Today, it appears to be inactive. This study helps to understand the frequent slope instabilities all along the Iberian Range when facies Utrillas is present.

(Re)focusing the Lens to Make Diversity and Difference Visible : Teaching for Quality and Equity

Despite the evidence that Australia’s children are learning literacy, there is also significant evidence that the poorest and most disadvantaged children are being left behind. To date our understanding of the place of transitions in this has been limited, although there has been work on the fourth grade slump (Gee, 2000, 2008), the transition from primary years to secondary years (e.g. Bahr & Pendergast, 2007; Pendergast & Bahr, 2005, 2010), and transitions when changing schools (Henderson, 2008). In this chapter, we consider the notion of transitioning, as we unpack issues related to recognising and valuing student diversity and difference. We want to highlight ways of providing high quality and high equity literacy pedagogy and literacy outcomes for middle years students. We will also discuss the importance of recognising that students transit to schools and school learning from other significant contexts, each with their own combinations of literacy practices, rituals and values.

Economic fluctuations and productivity in the Malaysian construction sector

Growth in productivity is the key determinant of the long-term health and prosperity of an economy. The construction industry being one of major strategic importance, its productivity performance has a significant effect on national economic growth. The relationship between construction output and economy has received intensive studies, but there is lack of empirical study on the relationship between construction productivity and economic fluctuations. Fluctuations in construction output are endemic in the industry. In part they are caused by the boom and slump of the economy as a whole and in part by the nature of the construction product. This research aims to uncover how the productivity of construction sector is influenced in the course of economic fluctuations in Malaysia. Malaysia has adopted three economic policies – New Economic Policy (1971-1990), National Development Policy (1991-2000) and the National Vision Policy (2001-2010) since gaining independence in 1959. The Privatisation Master Plan was introduced in 1991. Operating within this historical context, the Malaysian construction sector has experienced four business cycles since 1960. A mixed-method design approach is adopted in this study. Quantitative analysis was conducted on the published official statistics of the construction industry and the overall economy in Malaysia between 1970 and 2009. Qualitative study involved interviews with a purposive sample of 21 industrial participants. This study identified a 32-year long building cycle appears in 1975-2006. It is superimposed with three shorter construction business cycles in 1975-1987, 1987-1999 and 1999-2006. The correlations of Construction labour productivity (CLP) and GDP per capita are statistically significant for the 1975-2006 building cycle, 1987-1999 and 1999-2006 construction business cycles. It was not significant in 1975-1987 construction business cycles. The Construction Industry Surveys/Census over the period from 1996 to 2007 show that the average growth rate of total output per employee expanded but the added value per employee contracted which imply high cost of bought-in materials and services and inefficient usage of purchases. The construction labour productivity is peaked at 2004 although there is contraction of construction sector in 2004. The residential subsector performed relatively better than the other sub-sectors in most of the productivity indicators. Improvements are found in output per employee, value added per employee, labour competitiveness and capital investment but declines are recorded in value added content and capital productivity. The civil engineering construction is most productive in the labour productivity nevertheless relatively poorer in the capital productivity. The labour cost is more competitive in the larger size establishment. The added value per labour cost is higher in larger sized establishment attributed to efficient in utilization of capital. The interview with the industrial participant reveals that the productivity of the construction sector is influenced by the economic environment, the construction methods, contract arrangement, payment chain and regulatory policies. The fluctuations of construction demand have caused companies switched to defensive strategy during the economic downturn and to ensure short-term survival than to make a profit for the long-term survival and growth. It leads the company to take drastic measures to curb expenses, downsizing, employ contract employment, diversification and venture overseas market. There is no empirical evidence supports downsizing as a necessary step in a process of reviving productivity. The productivity does not correlate with size of firm. A relatively smaller and focused firm is more productive than the larger and diversified organisation. However diversified company experienced less fluctuation in both labour and capital productivity. In order to improve the productivity of the construction sector, it is necessary to remove the negatives and flaws from past practices. The recommended measures include long-term strategic planning and coordinated approaches of government agencies in planning of infrastructure development and to provide regulatory environments which encourage competition and facilitate productivity improvement.

Public sector project delay : the Malaysian perspective and the way forward

Construction delay has been a protracted problem for the Malaysian construction industry. Recent report showed that 80% of public sector projects are behind schedule. This underachieving time performance has led to many problems including public complaints, loss of reputation and revenue for the government and a slump in the industry’s GDP contribution. Research in the area of project delay has mushroomed worldwide with attempts to place mitigation plans, but delay remains a global phenomenon. There is now an urgent need for revolutionizing construction practices and past research, backed up with few successful cases suggests that Supply Chain Management (SCM) could prove beneficial to reduce or eliminate delays in construction. SCM which originated from the automotive manufacturing industry promotes a more collaborative approach to construction management and has recently gained attention of the construction industry. However every country, including Malaysia, would certainly have disparities of their own compared to others being it from the cultural point of view, nature of problems, locality or improvements needed. Therefore, this paper will present part of a Ph.D. research which aims at illustrating the Malaysian construction industry experts’ perception of the Malaysian public sector project delay, provide insight into these dilemmas, highlights the problems with current practices, its effects and the improvements needed. Subsequently, this paper would propose ratification to the problems using SCM. A semi-structured interview has been conducted to practitioners with at least 20 years’ experience in the industry. The findings showed that Malaysia may be unique compared to other countries and that by considering a number of additional factors, SCM could prove beneficial to increase efficiency of the Malaysian public sector projects.

The right thing

For a few years in the mid 2000s, the ABC screened barely any new Australian drama. This record-breaking slump, which reached an all-time low of just three hours of programs in the year ending June 2005, spurred an industry-led campaign and a degree of public controversy that convinced the federal government to increase the corporation’s funding. An extra $70 million was provided for drama, with the majority earmarked for 2011–12. The new twenty-two-part courtroom drama series Crownies, made for the ABC by the independent production house Screentime, is the principal product.

Prediction of compressive strength of SCC and HPC with high volume fly ash using ANN

An artificial neural network (ANN) is presented to predict a 28-day compressive strength of a normal and high strength self compacting concrete (SCC) and high performance concrete (HPC) with high volume fly ash. The ANN is trained by the data available in literature on normal volume fly ash because data on SCC with high volume fly ash is not available in sufficient quantity. Further, while predicting the strength of HPC the same data meant for SCC has been used to train in order to economise on computational effort. The compressive strengths of SCC and HPC as well as slump flow of SCC estimated by the proposed neural network are validated by experimental results.

Hábitos posturais domiciliares e dor lombar e cervical entre adolescentes de uma escola pública de ensino médio do Rio de Janeiro

A prevalência de dor lombar e cervical na adolescência é tão elevada quanto nos adultos e seu início, na adolescência, aumenta o risco de desenvolver dor crônica na vida adulta. Existem poucos estudos que tenham investigado como são os hábitos posturais dos adolescentes durante o tempo que estão em atividades passivas em casa e se esses hábitos estão associados à dor lombar e à dor cervical. Objetivo: Investigar a prevalência de dor lombar (DL) e de dor cervical (DC) em adolescentes e suas associações com hábitos posturais domiciliares enquanto estão assistindo a TV e/ou usando o computador. Métodos: Estudo transversal com adolescentes de uma escola pública de ensino médio do Rio de Janeiro. Os estudantes responderam questões relativas a variáveis sociodemográficas, ao estilo de vida, aos hábitos posturais (ilustrações), ao tempo assistindo a TV, ao tempo usando o computador, ao tempo usando o videogame e sobre a presença da DL e da DC. Foi utilizada regressão logística multivariada para analisar a associação entre hábitos posturais domiciliares e dor lombar e cervical. Resultados: Foram 1102 participantes. A prevalência de DL foi de 46,8% (18,2% dor lombar crônica [DLC] e 28,6% dor lombar aguda [DLA]. A prevalência de dor cervical aguda (DCA) foi de 32,9%. Posturas slump (excessivamente relaxadas) ao assistir a TV e ao usar o computador de mesa estiveram associadas com DLC (RC [razão de chances] 3,22, IC 95% 1,38 7,5 e RC 1,7, IC 95% 1,06 2,73). Participantes que assistiam a TV sentados na cama tiveram uma RC de 2,14 (IC 95% 1,06 4,32) para DLA e os que usavam o notebook em decúbito ventral na cama tiveram uma RC de 2,26 (IC 95% 1,02 5,01) para DLA. Os participantes que assistiam a TV em decúbito dorsal por 2 horas ou mais tiveram uma RC de 6,21 (IC 95% 1,45 26,52) para DCA. Aqueles que disseram que mudavam de postura com frequência, ao usar o computador de mesa por 2 horas ou mais, tiveram uma RC de 0,34 (IC 95% 0,14 0,85) para DCA. Conclusão: Os nossos achados apoiam a elevada prevalência de DL e de DC na adolescência e adicionam a associação com os hábitos posturais domiciliares.

Utilização de descarte de resíduos têxtil (poliamida/poliester), como agregado, em concreto

Neste trabalho são apresentadas algumas características físicas, vantagens e viabilidade do uso do pó de tecido, proveniente do processamento de resíduos têxteis que são descartados em confecções em geral. A produção e utilização desse tipo de pó diminui o impacto ambiental e se mostra viável economicamente, pois é produzido facilmente a partir do processamento de resíduos, que seriam descartados na natureza. O presente trabalho mostra o estudo da produção do pó de tecido e a sua substituição parcial do agregado miúdo natural na produção de concretos de cimento Portland convencionais. Para comprovar a viabilidade técnica e econômica do uso do pó de tecido foram analisadas características do agregado como sua composição granulométrica, e seu comportamento nos ensaios de abatimento tronco de cone (Slump Test). Uma relação água-cimento também foi convencionada a um concreto usual com resistência esperada de 27MPa. Com estes dados foi definido um traço para o concreto utilizando 5% e 15% de agregado pó de tecido, substituindo a areia. A pesquisa apresenta os resultados de resistência à compressão simples dos corpos de prova cilíndricos de concreto aos 28 dias. Verificou-se que as amostras não apresentaram diferenças significativas de resistência entre si, tão pouco com relação às resistências de um concreto convencional produzido somente com agregado miúdo natural. Entretanto, houve uma melhora nos resultados dos ensaios à compressão, principalmente no concreto com 15% de pó de tecido.