International Telemetering Conference Proceedings / October 22-25, 2001 / Riviera Hotel and Convention Center, Las Vegas, Nevada / Multi-h CPM has been selected as the Tier II waveform for the Advanced Range Telemetry (ARTM) program, because it offers 50% better spectral efficiency than Feher-patented FQPSK, which is the Tier I waveform. Shaped Offset QPSK has been shown to be nearly identical in performance to Feher-patented FQPSK. Both the Tier I and Tier II waveforms must operate in the presence of adjacent channel interference in order to meet the range community's telemetry requirements. This paper presents an experimental characterization of SOQPSK and Multi-h CPM in the presence of adjacent channel interference, over a range of channel spacings and differential signal amplitudes. Quantitative results are presented which demonstrate the relative robustness of the ARTM Tier I and Tier II waveforms, with adjacent channel interference representative of a typical range environment.

ITC/USA 2011 Conference Proceedings / The Forty-Seventh Annual International Telemetering Conference and Technical Exhibition / October 24-27, 2011 / Bally's Las Vegas, Las Vegas, Nevada / Multi-H Continuous Phase Modulation is a highly bandwidth efficient constant amplitude modulation scheme. Because of these qualities it was selected as the Advanced Range Telemetry (ARTM) tier II waveform. In the past, two demodulation techniques have widely been proposed, coherent detection and non-coherent detection. This paper presents a receiver design that implements a hybrid, partially coherent detection scheme that takes advantage of the positive aspects of both coherent and non-coherent detection. Because complete phase recovery is not required, the hybrid receiver performs better in environments with fast fading, strong phase noise, and multi path when compared to the traditional coherent receiver. The hybrid receiver can also acquire and reacquire signals much faster than conventional coherent receivers. The hybrid receiver design implements a partial carrier detection scheme that utilizes phase information that performs much better in AWGN environments than typical non-coherent receivers. Simulation results show that the hybrid receiver has low implementation loss compared to the optimal Maximum Likelihood Sequence Estimation (MLSE) receiver.

<p>Syftet med denna uppsats är att ta fram en Corporate Performance Management strategi som man kan nyttja för att ändra organisationsstrukturen till att uppnå en mer holistisk struktur med hjälp utav Business intelligence verktyg. Helt enkelt hur man skapar en helhet inom organisationen med en Business intelligence strategi. Den forskningsfråga som författaren har fokuserat mest på involverar hur man utvecklar och implementerar en CPM-strategi. De andra frågorna utreder vilka fördelar som finns med att införskaffa en CPM strategi och vilka Business intelligence verktyg som används i en CPM-strategi. I denna uppsats utförs en studie om begreppet Corporate Performance Management och kunskapsbidraget är en strategi för hur man utvecklar och implementerar CPM. Manuella sökningar efter litteratur ifrån olika bibliotek har granskats och både böcker och artiklar har hittats. Internet har självklart använts till att söka efter datorbaserad information och författaren har hittat relevanta artiklar. Forskningsfrågorna har också besvarats genom att utföra intervjuer med leverantörer och en forskare inom CPM. En kognitiv forskningsprocess har bedrivits där en inledande diskussion har inspirerat fram forskningsfrågor som har lett vidare till att en förstudie har genomförts. Informationen ifrån denna har i sin tur lett fram till en problemdiskussion, nya forskningsfrågor och ett nytt syfte.</p><p>Fördelarna med en CPM-strategi är att man kan organisera, automatisera och analysera processer och system, detta förenar organisationens olika enheter för att kunna fatta beslut som är det bästa för organisationen som helhet och gör så att användaren kan effektivisera sin arbetsdag och få mer tid för andra viktiga arbetsuppgifter med mera. En CPM-strategi består först utav att man gör en första övergripande analys av verksamheten för att kunna ta fram en strategi. Man jobbar effektivt med taktiska och operativa frågor. Därefter utvecklas en kravspecifikation vilken inkluderar en omfattande kravanalys. Viktiga moment är intervjuer med anställda samt öppna diskussioner med personalen. Nästa moment är att CPM-strategin designas genom att verksamheten modelleras upp och arkitekturen bestäms. I nästa steg utvecklar man systemet, det finns olika lösningar att ta till sig. En lösning är att använda sig utav en lokal leverantör som erbjuder en färdig standardlösning, en annan lösning är att utveckla systemet inhouse eller outsourca till ett låglöneland. Därefter så sker själva implementationen och testningen utav strategin och då finns det ett antal steg som man följer, implementationen bygger dock mycket på erfarenheter ifrån tidigare projekt och det finns inga riktiga mallar för hur detta ska ske. Personalen utbildas därefter på nya lösningar som har utarbetats, utan denna kunskap så kommer de kanske inte att kunna använda den. Då den egna verksamheten och omvärlden förändras hela tiden så måste man hela tiden ha en grupp som stödjer underhållet utav CPM-strategin. Det mest kända Business intelligence verktyget inom CPM är Excel och det vanligaste användandet är olika rapporter.</p>

Scheduling is a major task in project management. The current scheduling technique, Critical Path Method (CPM), has been widely applied for several decades, but a large number of projects fail to be completed on time and schedule delays occur in many projects. This raises question about the validity of the current project scheduling system. Critical Chain Project Management (CCPM), derived from Theory of Constraints, is a relatively new alternative approach toward scheduling projects. This study compared CCPM and CPM to determine which scheduling method delivers a shorter project duration and has a better usage of resources. A scheduling software called ProChain was used to reschedule a CPM based construction project using CCPM. The study concluded that the CCPM has the possibility to deliver shorter project duration and better resource usage in comparison to CPM. It was revealed that ProChain has limitation in the process of transforming a CPM schedule to a CCPM schedule. For example, ProChain treats any tasks without any predecessor as a project terminating task and puts a project buffer after it.

For decades, Army Engineers have utilized the systems of the Critical Path Method (CPM) and multi-level Gantt chart planning system for its construction projects. While these methods are well accepted, they are not without their flaws. Research and literature in project management has given weight to several viable alternative options to planning projects. One such option, Critical Chain Project Management (CCPM), was developed to address the flaws of CPM by offering a holistic approach to project management based on strict resource control and the use of time buffers. This method attempts to eliminate multitasking and procrastination that can plague efficiency and offer managers more flexibly on tasks that otherwise had no leeway. CCPM may give project managers more flexibility and control while at the same time shortening the overall length of a project, saving time and money. The purpose of this thesis was to address the time saving and resource management benefits of utilizing CCPM over CPM and analyze the viability of those benefits being applied to U.S. Army Corps of Engineers construction project planning. Through the use of surveys of Army Engineer project supervisors, several key factors that cause delays because of CPM were identified and rated. The validity of CCPM based solutions to the same issues were also assessed by Army project supervisors in the survey. Analysis of the survey results indicated that CCPM may offer solutions to major issues that Army project supervisors face.

Leadership Development Programs (LDPs) programs are employed by firms globally in different multiple manners that are aimed at accelerating the development and growth of highly capable candidates. Among these candidates, depending on the particular LDP, may be those possess engineering skills typically afforded through engineering education as measured by completion of an engineering degree. Infrastructure reductions might be afforded corporations if multiple LDPs could be supplanted with one program such as an Engineering Leadership Development Program. In practice, however, economic constraints limited the total sample population of this category to 67 (48 with engineering degrees and 15 without). Employing SPSS Sample Power 3, based on the pilot testing for CPMs, 113 subjects per group (with and without engineering degrees - totaling 226) would be required to yield a power of 80%, and of the 350 received completed surveys received, CPMs meeting the desired criteria accounted for only 63 (18%) of the total number of rated organizational leaders. Consequently, while all testing included the CPM group, the scope was expanded to also include managers with and without PMI certifications as well as managers with and without engineering degrees. The first research hypothesis was Ho: There is no affiliation amongst Transformational Leadership (TL) and engineering education. Thus, the author’s aim is to determine the role, if any, that engineering education plays in perceived leadership style as exhibited by CPMs and non-CPMs holding engineering degrees (e.g. EE, ME, IE, etc.) versus the same without engineering degrees. A secondary goal is to determine, within the management category, which style (transformational or transactional) serves as the dominant style of leadership. With this in mind, the independent variable, CPMs with and without engineering degrees, was operationally defined consistent with this Project.

Characterizing the full range of damage and plastic behaviour of asphalt mixtures under varying strain-rates and stress states is a complex and challenging task. One reason for this  is partly due to the strain rate and temperature dependent nature of the material as well as the variation in the properties of the constituent materials that make up the composite asphalt mixture. Existing stress-based models for asphalt concrete materials are developed based on mechanics principles, but these models are, however, limited in their application for actual pavement analysis and design since rate dependency parameters are needed in the constitutive model to account for the influence of the strain rate on the stress-based yield and evolution criteria. Till date, we are yet to arrive at simple and comprehensive constitutive models that can be used to model the behaviour of asphalt mixture over a wide range of strain-rate which is experienced in the actual pavement sections. The aim of this thesis is to develop an increased understanding of the strength and deformation mechanism of asphalt mixtures through multi-scale modeling and to develop simple and comprehensive continuum models to characterize the non-linear behaviour of the material under varying stress-states and conditions. An analysis framework is developed for the evaluation of the influence of asphalt mixture morphology on its mechanical properties and response using X-Ray CT and digital image processing techniques. The procedure developed in the analysis framework is then used to investigate the existence of an invariant critical energy threshold for meso-crack initiation which serves as the basis for the development of a theory for the development of energy-based damage and plastic deformation models for asphalt mixtures. A new energy-based viscoelastic damage model is developed and proposed based on continuum damage mechanics (CDM) and the thermodynamics of irreversible processes. A second order damage variable tensor is introduced to account for the distributed damage in the material in the different principal damage directions. In this way, the material response in tension and compression can be decoupled and the effects of both tension- and compression stress states on the material behaviour can be accounted for adequately. Based on the finding from the energy-based damage model, an equivalent micro-crack stress approach is developed and proposed for the damage and fracture characterization of asphalt mixtures. The effective micro-crack stress approach takes account of the material stiffness and a critical energy threshold for micro-crack initiation in the characterization of damage and fracture properties of the mixture. The effective micro-crack stress approach is developed based on fundamental mechanics principles and it reduces to the Griffith's energy balance criterion when purely elastic materials are considered without the need for the consideration of the surface energy and a crack size in the determination of the fracture stress. A new Continuum Plasticity Mechanics (CPM) model is developed within the framework of thermodynamics to describe the plastic behaviour of asphalt concrete material with energy-based criteria derived for the initiation and evolution of plastic deformation. An internal state variable termed the "plasticity variable" is introduced to described the distributed dislocation movement in the microstructure. The CPM model unifies aspects of existing elasto-plastic and visco-plastic theories in one theory and shows particular strength in the modeling of rate-dependent plastic behaviour of materials without the need for the consideration of rate dependency parameters in the constitutive relationships. The CPM model is further extended to consider the reduction in the stiffness properties with incremental loading and to develop a unified energy-based damage and plasticity model. The models are implemented in a Finite Element (FE) analysis program for the validation of the models. The result shows that the energy-based damage and plastic deformation models are capable of predicting the behaviour of asphalt concrete mixtures under varying stress-states and strain-rate conditions. The work in this thesis provides the basis for the development of more fundamental understanding of the asphalt concrete material response and the application of sound and solid mechanics principles in the analysis and design of pavement structures. / En heltäckande karakterisering av skador och plastiska beteende hos asfaltblandningar under varierande belastningshastighet och spänningstillstånd är en komplex och svår uppgift. En orsak till detta är relaterat till materialets belastningshastighet- och temperaturberoende, såväl som variationen i materialegenskaperna hos de ingående komponenterna i den sammansatta asfaltblandningen. Befintliga spänningsbaserade modeller för asfaltbetongmaterial är utvecklade baserade på mekanikprinciper, men dessa modeller är begränsade när det gäller analys och design av verkliga asfaltsbeläggningar eftersom hastighetsberoende parametrar behövs i den konstitutiva modellen även med hänsyn till töjningshastighetens inverkan på kriterier för gränser och utveckling av spänningstillstånd. Det finns därför behov av att utveckla enkla men ändå heltäckande konstitutiva modeller som kan användas för att modellera beteendet hos asfaltmassan över ett brett spektrum av belastningshastigheter för olika av sektioner asfaltsbeläggningar. Syftet med denna avhandling är att öka förståelsen av hållfasthets- och deformationsmekanismer för asfaltblandningar genom multi-modellering. Målet är att utveckla enkla och heltäckande kontinuummodeller som karakteriserar materialets olinjära beteende under varierande spänningstillstånd och betingelser. Ett analysramverk har utvecklats för utvärdering av påverkan av asfaltmassans morfologi på dess mekaniska egenskaper och beteende med hjälp av röntgendatortomografi och digital bildbehandlingsteknik. Detta förfarande har sedan använts för att undersöka förekomsten av inneboende kritiska tröskelvärden för brottenergin för mesosprickinitiering vilket i sin tur ligger till grund för utvecklingen av en teori för modellering av energibaserade skador och plastisk deformation hos asfaltblandningar. En ny energidensitet baserad viskoelastisk skademodell utvecklas och föreslås utgå från kontinuum-skade-mekanik (CDM) och termodynamik för irreversibla processer. En andra ordningens skadevariabeltensor införs för att ta hänsyn till  skadedistributionen i materialen i de olika principiella skaderiktningarna. På detta sätt kan materialets respons i drag- och tryckbelastning separeras och effekterna av spänningstillstånd i både drag och tryck kan beaktas på ett adekvat sätt. Baserat på resultaten från den energibaserade skademodellen utvecklas och föreslås en motsvarande metod för mikrosprickspänning gällande skade- och brottkarakteriseringen av asfaltblandningar. Metoden för den effektiva mikrosprickspänningen tar hänsyn till materialets styvhet och en kritisk tröskelenergi för mikrosprickinitiering för karakteriseringen av skador och brottegenskaper hos blandningen. Denna metod är utvecklad baserat på grundläggande mekanikprinciper och kan för rent elastiska material reduceras till Griffiths energibalanskriterium utan hänsyn till ytenergi och sprickstorlek vid bestämningen av brottspänningen. En ny termodynamikbaserad modell för kontinuumplasticitetsmekanik (CPM) utvecklas för att beskriva det plastiska beteendet hos asfaltbetongmaterial med energibaserade kriterier härledda för initiering och progression av plastisk deformation. En intern tillståndsvariabel kallad "plasticitetvariabeln" införs för att beskriva den fördelade dislokationsrörelsen i mikrostrukturen. CPM-modellen förenar befintliga elasto-plastiska och visko-plastiska teorier i en teori och visar sig vara särskilt effektiv i modelleringen av hastighetsberoende plastiskt beteende hos material utan att behöva beakta hastighetsberoende parametrar i de konstitutiva sambanden. CPM-modellen utvidgas ytterligare för att kunna beakta reduktionen av styvheten med stegvis ökad belastning och för att utveckla en enhetlig energibaserad skade- och plasticitetmodell. Modellerna är implementerade i ett finit element (FE)-analysprogram för validering av modellerna. Resultatet visar att de energibaserade modellerna för skador och plastisk deformation kan förutsäga beteendet hos asfaltbetongblandningar under varierande spänningstillstånd och töjningshastighetsförhållanden. Arbetet i denna avhandling utgör grunden för utvecklingen av mer grundläggande förståelse av asfaltbetongmaterialets respons och tillämpningen av sunda och robusta mekanikprinciper i analys och design av asfaltstrukturer. / <p>QC 20161220</p>

Introdução: Os opioides são os analgésicos mais efetivos para tratamento da dor moderada a intensa. No entanto, evidências crescentes têm demonstrado que seu uso pode levar a mudanças na sensibilidade dolorosa. Nesse contexto, a hiperalgesia induzida pelo remifentanil (r-IH) envolve um desequilíbrio nos sistemas inibitórios e excitatórios. Postula-se que um dos mecanismos centrais seja a disfunção do sistema modulador descendente da dor. Então, neste estudo, testamos a hipótese de que a estimulação transcraniana de corrente contínua (ETCC), devido aos seus efeitos analgésicos, poderia prevenir a r-IH. Os desfechos primários incluíram a escala numérica de dor (END 0-10) durante o teste repetitivo ao frio (rCOLDT), e a alteração na END (0-10) durante o teste de modulação condicionada de dor (CPM-TASK). Os desfechos secundários foram os limiares de dor ao calor (HPT) e o tempo de reação durante o teste de dor à água gelada [zero graus oC, (IPT)]. Métodos: Ensaio clínico randomizado, fatorial, duplo cego, que incluiu 48 homens saudáveis, com idades entre 19 e 40 anos. Os sujeitos foram randomizados em quatro grupos (n=12): ativo (a) - ETCC / solução salina, Sham (s) - ETCC / solução salina, a-ETCC / remifentanil e s-ETCC / remifentanil. Foi aplicado o ETCC sobre o córtex motor primário, com uma sessão única de 20 min e 2 mA. Resultados: Durante o rCOLDT, houve um efeito significativo entre os grupos nos escores cumulativos da END (P = 0,01). O grupo s-ETCC / remifentanil apresentou maiores escores de dor durante rCOLDT, [media (SD) 5,49 (1,04)] e a-ETCC / remifentanil apresentaram escores relativamente menores [4,15 (1,62)]. Este achado mostra que o efeito da ETCC bloqueou a HI-R. Os grupos a-ETCC / solução salina e s-ETCC / salina apresentaram menor índice de dor durante rCOLDT, [3.11 (1.2)] e [3.15 (1.62)], respectivamente. A incidência de hiperalgesia definida como um aumento de 15% na END durante o rCOLDT foi de: 31% no grupo s-ETCC/remifentanil; 22% no grupo a-ETCC/remifentanil; 11% no grupo a-ETCC/salina; e 8.3% no grupo s-ETCC/salina. Os grupos com remifentanil apresentaram escore positivo na END (0-10) durante a tarefa CPM, ou seja, produziu um desengate do sistema modulador descendente de dor (DPMS). Além disso, s-ETCC / Remifentanil em comparação com a-ETCC/remifentanil apresentou menor HPT e maior tempo de reação durante o IPT. Conclusão: Esses achados sugerem que os efeitos da a-ETCC previne a disfunção da capacidade inibitória do sistema modulador descendente da dor induzido pelo remifentanil durante o rCOLDT. / Background: Opioids are the most effective analgesics to treat moderate to severe pain. However, growing evidence shows that opioids can elicit unexpected changes in pain sensitivity. In this sense, remifentanil-induced hyperalgesia (r-IH) involves an imbalance in the inhibitory and excitatory systems. It postulates that one of the central mechanisms is the dysfunction of the descending pain modulating system. We tested the hypothesis that transcranial Direct Current Stimulation (t-DCS), given its analgesics effects, could prevent r-IH. The primary outcomes included the Numerical Pain Score NPS (0-10) during the repetitive cold test (rCOLDT) and the change on the NPS (0-10) during the conditioned pain modulation (CPM)-task. The secondary outcomes were the heat pain threshold (HPT) and the reaction-time during the Ice-Water Pain Test (IPT). Methods: This double blinded, explanatory factorial randomized trial included 48 healthy males, ages ranging 19 to 40 years. They were randomized into four equal groups: active (a)-tDCS/saline, sham (s)-tDCS/saline, a-tDCS/remifentanil and s-tDCS/remifentanil. We applied tDCS over the primary motor-cortex, with a single session of 20 minutes and 2mA. Results: During the rCOLDT, there was a significant group effect on the cumulative NPS scores (P=0.01). The s-tDCS/remifentanil group presented larger pain scores during rCOLDT, [mean (SD) 5.49 (1.04)] and a-tDCS/remifentanil group had relative lower pain scores [4.15 (1.62)]; showing its blocking effect on r-IH. a-tDCS/saline and s-tDCS/saline groups showed lowest pain scores during rCOLDT, [3.11(1.2)] and [3.15(1.62)], respectively. The incidence of hyperalgesia defined as a 15% increase in NPS during rCOLDT was: 30.3% in the s-tDCS / remifentanil group; 22% in the a-tDCS / remifentanil group; 11% in the a- tDCS / saline group; 8.3% in the s-tDCS / saline group. Remifentanil groups showed positive scores in the NPS (0-10) during the CPM-task, that is, it produced a disengagement of the descending pain modulatory system (DPMS). Also, s- tDCS/Remifentanil compared to a-tDCS/Remifentanil showed lower HPT and larger reaction-time during the IPT. Conclusion: These findings suggest that the effects of a-tDCS prevents the dysfunction of the inhibitory capacity of the descending modulatory pain system induced by remifentanil during rCOLDT.

This diploma thesis deals with the corporate performance management which represents a new direction in utilizing of data produced by Business Intelligence. An application of this approach in a telecommunications operator environment is a major contribution of this thesis. Theoretical principles of corporate performance management which capture, for instance, analysis of components, architecture, future development and current state of the market are described in the first two chapters. The third charter is an introductory part to the practical one because it deals with selected implementation methodology of corporate performance management. This thesis concentrates on two parts within the framework of this methodology -- analysis and proposal. While the fourth chapter characterizes the initial situation and a methodology of collecting of data, the fifth and sixth chapters create a core of this diploma thesis. The fifth chapter, which focuses on the analysis mentioned above, surveys a current state of the parts needed in order to propose CPM and where it is necessary the fifth chapter submits proposals of changes. The sixth chapter creates a complex proposal of CPM in a real environment based on the analysis of current situation in the company and from the proposals of changes. This proposal represents a summary of theoretical knowledge of corporate performance management and the current situation in the telecommunications company. The last seventh chapter makes recommendations which would contribute to the future implementation of the proposed corporate performance management.

Les modulations à phase continue (CPMs) sont des méthodes de modulations robuste à la noncohérence du canal de propagation. Dans un contexte spatial, les CPM sont utilisées dans la chaîne de transmission de télémesure de la fusée. Depuis les années 70, la modulation la plus usitée dans les systèmes de télémesures est la modulation CPFSK continuous phase frequency shift keying filtrée. Historiquement, ce type de modulation est concaténée avec un code ReedSolomon (RS) afin d'améliorer le processus de décodage. Côté récepteur, les séquences CPM non-cohérentes sont démodulées par un détecteur Viterbi à sortie dure et un décodeur RS. Néanmoins, le gain du code RS n'est pas aussi satisfaisant que des techniques de codage moderne capables d'atteindre la limite de Shannon. Actualiser la chaîne de communication avec des codes atteignant la limite de Shannon tels que les codes en graphe creux, implique deremanier l’architecture du récepteur usuel pour un détecteur à sortie souple. Ainsi, on propose dans cette étude d' élaborer un détecteur treillis à sortie souple pour démoduler les séquences CPM non-cohérentes. Dans un deuxième temps, on concevra des schémas de pré-codages améliorant le comportement asymptotique du récepteur non-cohérent et dans une dernière étape on élabora des codes de parité à faible densité (LDPC) approchant la limite de Shannon.