Characterization of a Right Angle Transfer Point in a Fruit Packing Line

Characteristics of the impacts su!ered by the fruit on a transfer point of an experimental fruit packing line were analysed. The transfer is made up by two transporting belts at di!erent heights forming an angle of 903. These transfer points are very common in fruit packing lines, in which fruits receive two impacts: the "rst onto the belt base and the second into the lateral plate. Diferent tests were carried out to study the e!ect of transfer height, velocity, belt structure and padding on the acceleration values recorded by an instrumental sphere (IS 100). Results showed that transfer height and belt structure a!ect mainly impact values on the belt base, and padding a!ects mainly impact values registered for lateral contact. The elect of belt velocity in both impacts is less important when compared to the rest of the variables. Additionally, two powered transfer decelerators were tested at the same point with the aim of decreasing impacts su!ered by the fruit. Comparing impacts registered using these decelerators to those analysed in the first part of the study without decelerators, a high reduction of the impact values was observed.

New analysis and estimations of atmospheric attenuation at 100 GHz using meteorological data in Madrid

Atmospheric propagation at frequencies within the THz domain are deeply affected by the influence of the composition and phenomena of the troposphere. This paper is focused on the estimation of first order statistics of total attenuation under non-rainy conditions at 100 GHz. With this purpose, a yearly meteorological database from Madrid, including radiosoundings, SYNOP observations and co-site rain gauge, have been used in order to calculate attenuation due to atmospheric gases and clouds, as well as to introduce and evaluate a rain detection method. This method allows to filter out rain events and refine the statistics of total attenuation under the scenarios under study. It is expected that the behavior of the statistics would be closest to the ones obtained by experimental techniques under similar conditions.

Failure Detectors in Homonymous Distributed Systems (with an Application to Consensus).

This paper is on homonymous distributed systems where processes are prone to crash failures and have no initial knowledge of the system membership (?homonymous? means that several processes may have the same identi?er). New classes of failure detectors suited to these systems are ?rst de?ned. Among them, the classes H? and H? are introduced that are the homonymous counterparts of the classes ? and ?, respectively. (Recall that the pair h?,?i de?nes the weakest failure detector to solve consensus.) Then, the paper shows how H? and H? can be implemented in homonymous systems without membership knowledge (under different synchrony requirements). Finally, two algorithms are presented that use these failure detectors to solve consensus in homonymous asynchronous systems where there is no initial knowledge ofthe membership. One algorithm solves consensus with hH?, H?i, while the other uses only H?, but needs a majority of correct processes. Observe that the systems with unique identi?ers and anonymous systems are extreme cases of homonymous systems from which follows that all these results also apply to these systems. Interestingly, the new failure detector class H? can be implemented with partial synchrony, while the analogous class A? de?ned for anonymous systems can not be implemented (even in synchronous systems). Hence, the paper provides us with the ?rst proof showing that consensus can be solved in anonymous systems with only partial synchrony (and a majority of correct processes).

On the calculation of energy produced by a PV grid-connected system

This study develops a proposal of method of calculation useful to estimate the energy produced by a PV grid-connected system making use of irradiance-domain integrals and denition of statistical moment. Validation against database of real PV plants performance data shows that acceptable energy estimation can be obtained with rst to fourth statistical moments and some basic system parameters. This way, only simple calculations at the reach of pocket calculators, are enough to estimate AC energy.

An automatic critical care urine meter

Nowadays patients admitted to critical care units have most of their physiological parameters measured automatically by sophisticated commercial monitoring devices. More often than not, these devices supervise whether the values of the parameters they measure lie within a pre-established range, and issue warning of deviations from this range by triggering alarms. The automation of measuring and supervising tasks not only discharges the healthcare staff of a considerable workload but also avoids human errors in these repetitive and monotonous tasks. Arguably, the most relevant physiological parameter that is still measured and supervised manually by critical care unit staff is urine output (UO). In this paper we present a patent-pending device that provides continuous and accurate measurements of patient’s UO. The device uses capacitive sensors to take continuous measurements of the height of the column of liquid accumulated in two chambers that make up a plastic container. The first chamber, where the urine inputs, has a small volume. Once it has been filled it overflows into a second bigger chamber. The first chamber provides accurate UO measures of patients whose UO has to be closely supervised, while the second one avoids the need for frequent interventions by the nursing staff to empty the container

Storm evolution characterization for analysing stone armour damage progression

Storm evolution is fundamental for analysing the damage progression of the different failure modes and establishing suitable protocols for maintaining and optimally sizing structures. However, this aspect has hardly been studied and practically the whole of the studies dealing with the subject adopt the Equivalent triangle storm. As against this approach, two new ones are proposed. The first is the Equivalent Triangle Magnitude Storm model (ETMS), whose base, the triangular storm duration, D, is established such that its magnitude (area describing the storm history above the reference threshold level which sets the storm condition),HT, equals the real storm magnitude. The other is the Equivalent Triangle Number of Waves Storm (ETNWS), where the base is referred in terms of the real storm's number of waves,Nz. Three approaches are used for estimating the mean period, Tm, associated to each of the sea states defining the storm evolution, which is necessary to determine the full energy flux withstood by the structure in the course of the extreme event. Two are based on the Jonswap spectrum representativity and the other uses the bivariate Gumbel copula (Hs, Tm), resulting from adjusting the storm peaks. The representativity of the approaches proposed and those defined in specialised literature are analysed by comparing the main armour layer's progressive loss of hydraulic stability caused by real storms and that relating to theoretical ones. An empirical maximum energy flux model is used for this purpose. The agreement between the empirical and theoretical results demonstrates that the representativity of the different approaches depends on the storm characteristics and point towards a need to investigate other geometrical shapes to characterise the storm evolution associated with sea states heavily influenced by swell wave components.

Storm characterization for analyzing stone armour damage progression

Storm evolution is fundamental for analysing the damage progression of the different failure modes and establishing suitable protocols for maintaining and optimally sizing structures. However, this aspect has hardly been studied and practically the whole of the studies dealing with the subject adopt the Equivalent triangle storm. As against this approach, two new ones are proposed. The first is the Equivalent Triangle Magnitude Storm model (ETMS), whose base, the triangular storm duration, D, is established such that its magnitude (area describing the storm history above the reference threshold level which sets the storm condition),HT, equals the real storm magnitude. The other is the Equivalent Triangle Number of Waves Storm (ETNWS), where the base is referred in terms of the real storm's number of waves,Nz. Three approaches are used for estimating the mean period, Tm, associated to each of the sea states defining the storm evolution, which is necessary to determine the full energy flux withstood by the structure in the course of the extreme event. Two are based on the Jonswap spectrum representativity and the other uses the bivariate Gumbel copula (Hs, Tm), resulting from adjusting the storm peaks. The representativity of the approaches proposed and those defined in specialised literature are analysed by comparing the main armour layer's progressive loss of hydraulic stability caused by real storms and that relating to theoretical ones. An empirical maximum energy flux model is used for this purpose. The agreement between the empirical and theoretical results demonstrates that the representativity of the different approaches depends on the storm characteristics and point towards a need to investigate other geometrical shapes to characterise the storm evolution associated with sea states heavily influenced by swell wave components.

Autonomous Landing of an Unmanned Aerial Vehicle using Image-Based Fuzzy Control

This paper presents a vision based autonomous landing control approach for unmanned aerial vehicles (UAV). The 3D position of an unmanned helicopter is estimated based on the homographies estimated of a known landmark. The translation and altitude estimation of the helicopter against the helipad position are the only information that is used to control the longitudinal, lateral and descend speeds of the vehicle. The control system approach consists in three Fuzzy controllers to manage the speeds of each 3D axis of the aircraft s coordinate system. The 3D position estimation was proven rst, comparing it with the GPS + IMU data with very good results. The robust of the vision algorithm against occlusions was also tested. The excellent behavior of the Fuzzy control approach using the 3D position estimation based in homographies was proved in an outdoors test using a real unmanned helicopter.

Del empirismo a la invención: cálculo y proyecto en la arquitectura moderna

El objetivo de esta tesis es poner de relieve cómo el desarrollo del cálculo de estructuras ha influido en la manera de concebir la forma arquitectónica y qué relaciones se establecen entre estructura (formal) y estructura resistente. Este modo de explicar el hecho arquitectónico, desde la relación arte-estructura, no es el más generalizado. Por lo que profundizar en él podría llegar a enriquecer la manera en la que se comprende la arquitectura. Por tanto, se parte de la base de que la técnica no es sólo un instrumento, un medio del que disponer, sino que es un proceso mediante el cual la abstracción se hace tangible. Con lo que se produce una retroalimentación entre lo universal, es decir, lo abstracto, y lo concreto, o sea, lo real. Además, esta investigación se centra en la estructura resistente, en tanto que se trata del único principio sine qua non de la tríada vitruviana. Sin embargo, no se incurre en el error de pensar que la arquitectura depende únicamente de la tecnología para su desarrollo; hay muchos más condicionantes que intervienen en ella, que van desde la expresión, hasta cuestiones sociológicas. La manera en la que los proyectistas diseñan se desarrolla en paralelo a la evolución de la técnica. Ahora bien, la meta de esta investigación consiste en dilucidar hasta qué punto la voluntad de los arquitectos e ingenieros es independiente de la tecnología. Para ello, se lleva a cabo un análisis desde dos puntos de vista. El primero plantea un desarrollo histórico de la evolución de la teoría del cálculo de estructuras en el que, a través del tiempo, se analizan las repercusiones formales que se han ido derivando de él, tanto en ingeniería, como en arquitectura. Se pretende, así, llevar a cabo una lectura de la historia para entender el presente y proyectar el futuro. La segunda visión que se plantea estudia el modo en el que los historiadores de la arquitectura moderna han entendido la noción de estructura resistente. Dado que se entiende que los críticos de arquitectura inf uyen en la manera de pensar y entender dicha disciplina. Para desarrollarla se tomó como referencia a Panayotis Tournikiotis y su libro La historiografía de la arquitectura moderna. Finalmente, se elabora una lectura transversal de ambos puntos de vista, con la intención de discernir la influencia de la técnica en la génesis de la arquitectura en el siglo XX. En ella se estudian algunos de los ejemplos más importantes de la arquitectura moderna, así como se intentan esclarecer las distintas maneras de proyectar en relación a la estructura resistente. A partir de todo lo anterior se pretende responder a la siguiente pregunta: ¿la manera en que los proyectistas plantean la relación entre estructura (formal) y estructura resistente ha sido la misma a lo largo de la Historia? Podría decirse que no. Dicha relación ha evolucionado desde el empirismo a la invención, pasando por la ciencia. En cada una de esas etapas el entendimiento, no sólo del comportamiento estructural de las construcciones, sino también del Imago Mundi, ha ido variando; lo que se ha plasmado en la relación entre estructura (formal) y estructura resistente en los edificios. RECENSIONE L’obiettivo della presente tesi è mettere in evidenza come lo sviluppo del calcolo strutturale ha inf uenzato il modo di concepire la forma architettonica e, che relazioni si stabiliscono tra struttura (formale) e struttura resistente. Questo modo di spiegare la questione architettonica, partendo dalla relazione arte-struttura, non è il più comune. Quindi, approfondire la ricerca su questo aspetto potrebbe arrivare ad arricchire la maniera in cui si capisce l’architettura. Per tanto, si parte da un principio di base ovvero che la tecnica non è soltanto uno strumento, un medio di cui disporre, ma che è un processo mediante il quale l’astrazione si fa tangibile. Con cui si produce una retroalimentazione tra l’universale, cioè, l’astratto e il concreto, ossia, il reale. Inoltre, questa ricerca si centra nella struttura resistente, in quanto si tratta dell’unico principio sine qua non della triade vitruviana. Eppure, non s’incorre nell’errore di pensare che l’architettura dipenda unicamente della tecnologia per il suo sviluppo; ci sono molti altri condizionanti che intervengono in essa, che vanno dalla espressione f no a questioni sociologiche. La maniera in cui i progettisti disegnano si sviluppa in parallelo alla evoluzione della tecnica. Tuttavia, l’obbiettivo della ricerca consiste nel cercare di chiarire f no che punto la volontà progettuale e ideativa degli architetti e degli ingegneri è indipendente della tecnologia. Per questo, si realizza un’analisi da due punti di vista. Il primo ipotizza uno sviluppo storico dell’evoluzione della teoria del calcolo strutturale in cui, attraverso del tempo, si analizzano le ripercussioni formali che si sono derivate da questo, sia in ingegneria sia in architettura. Si pretende così, realizzare una lettura della storia per capire il presente e progettare il futuro. La seconda visione che s’ ipotizza, studia il modo in cui gli storici dell’architettura moderna hanno capito la nozione di struttura resistente. Poiché si capisce che i critici di architettura inf uiscono nella maniera di pensare e capire questa disciplina. Per svilupparla si prese come riferimento Panayotis Tournikiotis e il suo libro La storiograf a dell’architettura moderna. Finalmente, si elabora una lettura trasversale di ambedue punti di vista, con l’intenzione di discernere l’inf uenza della tecnica nella genesi dell’architettura nel XX secolo. In questa si studiano alcuni degli esempi più importanti dell’architettura moderna, così come si tentano chiarif care le diverse maniere di progettare in relazione alla struttura resistente. Oltretutto quello precedente, si pretende rispondere alla seguente domanda: La maniera in cui i progettisti ipotizzano la relazione tra struttura (formale) e struttura resistente è stata la stessa lungo la storia? Potrebbe dirsi di no. Essa relazione si è evoluta dall’empirismo all’invenzione, passando per la scienza. In ogni una di queste tappe si cerca di comprendere, non soltanto il comportamento strutturale delle costruzioni, ma anche l’aspetto del Imago Mundi. Ció che é cambiato è la coesistenza tra struttura (formale) e struttura resistente negli edifici. ABSTRACT T e objective of this thesis is to highlight how the development of structural analysis has influenced the way of conceiving architectural form and what relationship exists between (formal) structure and resistant structure. T is way of explaining architecture, from the relationship between art and structure, is not the most generalized, which is why increasing our understanding of it can enrich the way in which architecture is understood. Therefore, the basis is that technique is not only an instrument, a medium to have, but rather a process through which abstraction becomes tangible. Because of this, a type of feedback is produced between what is universal, in other words, abstract, and concrete, real. Additionally, this research focuses on resistant structure in that it refers to the unique principal sine qua non of the Vitruvian triad. However, it does not err by accepting the idea that architecture depends only on technology for its development; there are many conditioners which intervene which include everything from expression to sociological issues. T e way in which builders design is developed parallel to the evolution of technique. T e goal of this investigation consists of explaining to what point the will of architects and engineers is independent from technology. For this, an analysis of two points of view is helpful. T e f rst proposes a historical development of the theory of structures in which, through time, formal repercussions that have derived from it, in engineering as well as in architecture, are analyzed. In this way, a historical reading is attempted in order to understand the present and predict the future. T e second vision that is proposed studies the manner in which historians of modern architecture have understood the notion of resistant structure, given that it is understood that the critics of architecture inf uence the way of thinking about and understanding this discipline. In order to develop it, Panayotis Tournikiotis and his book La historiografía de la arquitectura moderna was used as a reference. Finally, a transversal reading of both points of view is done with the intention of discerning the influence of technique in the genesis of architecture in the 20th century. In this reading, several of the most important examples of modern architecture are studied and an attempt is made at shedding light on the different ways of designing in relation to resistant structure. Using the previous discussion, one can attempt to respond to the following question: Has the way in which designers conceive the relationship between (formal) structure and resistant structure been the same throughout history? In fact, the answer is no, this relationship has evolved from empiricism into invention, while incorporating scientific elements. At each of the stages of understanding, structural behavior of constructions as well as that of the Imago Mundi has continually changed, which has been captured in the relationship between (formal) structure and resistant structure in buildings.

How small and medium enterprises can begin their implementation of ITIL?

Sequencing of Information Technology Infrastructure Library (ITIL) processes related to their order of implementation is one of the pending issues in the ITIL handbooks. Other frameworks and process models related to service management (e.g., COBIT, COSO and CMMI-SVC) are quite well described in the literature and their handbooks. However, the identifi cation of the fi rst process to be implemented has not been deeply analysed in the previous frameworks and models, and it is also a complex question to answer for organizations, especially Small and Medium Enterprises (SMEs). Moreover, SMEs are the organizations that have the largest presence in the world economy; offi cial data of General Business Directory, show that their range of presence in different countries around the world is between 93% and 99%, and the average of employment contribution is around 60%. Consequently, the improvement of information technology service management is of vital importance to accomplish in this type of enterprises. This research has focused on two surveys that aim at helping SMEs to select the ITIL process by which starting the implementation of ITIL. In the fi rst survey, data were gathered through a questionnaire to SMEs registered in the region of Madrid. The second survey obtained data from experts and enterprises in countries as Spain, Ecuador, Chile, Luxembourg, Colombia, Norway, El Salvador, and Venezuela. Finally, the results of both surveys show that the tendency for starting an ITIL implementation in SMEs points to one of the processes included in the Service Operation.