259 resultados para Gianni Amelio


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Tra i temi di attualità, quello del risparmio energetico è tra i più dibattuti negli ultimi anni; tale tema è strettamente correlato al problema del riscaldamento globale, infatti, mentre sul prossimo esaurimento delle risorse energetiche tradizionali non vi sono ancora certezze assolute, per quanto riguarda l’azione nociva dei gas serra, la Comunità Scientifica Internazionale si ritrova d’accordo su una netta presa di posizione contro l’emissione di tali sostanze, provocata in larga parte dall’utilizzo dei combustibili fossili. In questo contesto, l’Unione Europea sta promuovendo la diffusione di tecnologie che non prevedano l’utilizzo di gas, petrolio o carbone, soprattutto per il settore dell’edilizia, ove una corretta progettazione e l’utilizzo di tecnologie non convenzionali può portare alla riduzione anche dell’80% dei consumi, con conseguente abbattimento delle emissioni. Tra questi interventi innovativi, il più comune e conosciuto è sicuramente quello del solare termico e fotovoltaico; ma ne esistono anche di altri, ancora non molto pubblicizzati in Italia, ma ampiamente conosciuti e utilizzati in altri paesi dell’Unione. Tra questi, vi è il sistema di riscaldamento analizzato in questa tesi: la pompa di calore geotermica. Tale sistema, come verrà spiegato nell’elaborato di laurea, ha indubbi vantaggi economici, energetici ed ambientali, a fronte di una non trascurabile spesa iniziale. Attualmente, nel Nord Italia, si incominciano a vedere impianti di questo tipo, sulla scia del successo riscontrato nei paesi confinanti (in particolare Austria e Svizzera). La progettazione si basa attualmente su modelli statici, sviluppati dall’Università Svizzera del Canton Ticino, per l’utilizzo della pompa di calore nel territorio alpino. Obiettivo della tesi, è la verifica di tali modelli, di cui si è venuto a conoscenza grazie alla collaborazione con l’Università SUPSI, sulle condizioni idrogeologiche della Pianura Padana, soffermandosi su alcuni parametri fondamentali della progettazione di una pompa di calore geotermica, quali la conduttività e la capacità termica volumetrica dei terreni incontrati, la presenza di falde, ed i parametri geometrici del pozzo, al fine di dare una valutazione tecnica ed economica dell’impianto. Tali analisi è stata infatti fino ad ora affrontata in maniera sommaria dai perforatori, che eseguono generalmente sempre lo stesso modello di pozzo geotermico, sulla base degli esempi consolidati di Svizzera e Germania. Alcune misure di temperatura in situ sono state rilevate in collaborazione con la società Geotermia SRL di Mantova, ditta specializzata nella perforazione di pozzi geotermici (tale esperienza è parte centrale dell’estratto “Laboratorio di Tesi Ls”), mentre la parte modellistica della tesi è stata sviluppata in collaborazione con lo studio di progettazione Studio Seta SRL di Faenza, il cui stabile è climatizzato in parte con una pompa di calore geotermica.

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Ion channels are protein molecules, embedded in the lipid bilayer of the cell membranes. They act as powerful sensing elements switching chemicalphysical stimuli into ion-fluxes. At a glance, ion channels are water-filled pores, which can open and close in response to different stimuli (gating), and one once open select the permeating ion species (selectivity). They play a crucial role in several physiological functions, like nerve transmission, muscular contraction, and secretion. Besides, ion channels can be used in technological applications for different purpose (sensing of organic molecules, DNA sequencing). As a result, there is remarkable interest in understanding the molecular determinants of the channel functioning. Nowadays, both the functional and the structural characteristics of ion channels can be experimentally solved. The purpose of this thesis was to investigate the structure-function relation in ion channels, by computational techniques. Most of the analyses focused on the mechanisms of ion conduction, and the numerical methodologies to compute the channel conductance. The standard techniques for atomistic simulation of complex molecular systems (Molecular Dynamics) cannot be routinely used to calculate ion fluxes in membrane channels, because of the high computational resources needed. The main step forward of the PhD research activity was the development of a computational algorithm for the calculation of ion fluxes in protein channels. The algorithm - based on the electrodiffusion theory - is computational inexpensive, and was used for an extensive analysis on the molecular determinants of the channel conductance. The first record of ion-fluxes through a single protein channel dates back to 1976, and since then measuring the single channel conductance has become a standard experimental procedure. Chapter 1 introduces ion channels, and the experimental techniques used to measure the channel currents. The abundance of functional data (channel currents) does not match with an equal abundance of structural data. The bacterial potassium channel KcsA was the first selective ion channels to be experimentally solved (1998), and after KcsA the structures of four different potassium channels were revealed. These experimental data inspired a new era in ion channel modeling. Once the atomic structures of channels are known, it is possible to define mathematical models based on physical descriptions of the molecular systems. These physically based models can provide an atomic description of ion channel functioning, and predict the effect of structural changes. Chapter 2 introduces the computation methods used throughout the thesis to model ion channels functioning at the atomic level. In Chapter 3 and Chapter 4 the ion conduction through potassium channels is analyzed, by an approach based on the Poisson-Nernst-Planck electrodiffusion theory. In the electrodiffusion theory ion conduction is modeled by the drift-diffusion equations, thus describing the ion distributions by continuum functions. The numerical solver of the Poisson- Nernst-Planck equations was tested in the KcsA potassium channel (Chapter 3), and then used to analyze how the atomic structure of the intracellular vestibule of potassium channels affects the conductance (Chapter 4). As a major result, a correlation between the channel conductance and the potassium concentration in the intracellular vestibule emerged. The atomic structure of the channel modulates the potassium concentration in the vestibule, thus its conductance. This mechanism explains the phenotype of the BK potassium channels, a sub-family of potassium channels with high single channel conductance. The functional role of the intracellular vestibule is also the subject of Chapter 5, where the affinity of the potassium channels hEag1 (involved in tumour-cell proliferation) and hErg (important in the cardiac cycle) for several pharmaceutical drugs was compared. Both experimental measurements and molecular modeling were used in order to identify differences in the blocking mechanism of the two channels, which could be exploited in the synthesis of selective blockers. The experimental data pointed out the different role of residue mutations in the blockage of hEag1 and hErg, and the molecular modeling provided a possible explanation based on different binding sites in the intracellular vestibule. Modeling ion channels at the molecular levels relates the functioning of a channel to its atomic structure (Chapters 3-5), and can also be useful to predict the structure of ion channels (Chapter 6-7). In Chapter 6 the structure of the KcsA potassium channel depleted from potassium ions is analyzed by molecular dynamics simulations. Recently, a surprisingly high osmotic permeability of the KcsA channel was experimentally measured. All the available crystallographic structure of KcsA refers to a channel occupied by potassium ions. To conduct water molecules potassium ions must be expelled from KcsA. The structure of the potassium-depleted KcsA channel and the mechanism of water permeation are still unknown, and have been investigated by numerical simulations. Molecular dynamics of KcsA identified a possible atomic structure of the potassium-depleted KcsA channel, and a mechanism for water permeation. The depletion from potassium ions is an extreme situation for potassium channels, unlikely in physiological conditions. However, the simulation of such an extreme condition could help to identify the structural conformations, so the functional states, accessible to potassium ion channels. The last chapter of the thesis deals with the atomic structure of the !- Hemolysin channel. !-Hemolysin is the major determinant of the Staphylococcus Aureus toxicity, and is also the prototype channel for a possible usage in technological applications. The atomic structure of !- Hemolysin was revealed by X-Ray crystallography, but several experimental evidences suggest the presence of an alternative atomic structure. This alternative structure was predicted, combining experimental measurements of single channel currents and numerical simulations. This thesis is organized in two parts, in the first part an overview on ion channels and on the numerical methods adopted throughout the thesis is provided, while the second part describes the research projects tackled in the course of the PhD programme. The aim of the research activity was to relate the functional characteristics of ion channels to their atomic structure. In presenting the different research projects, the role of numerical simulations to analyze the structure-function relation in ion channels is highlighted.

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The aim of our work was to study the molecular mechanisms involved in symptoms appearance of plants inoculated either with a virus or with a virus-satellite complex. In the first case, we tried to set up a reliable method for an early identification of PVYNTN strains present in Italy and causing potato tuber necrosis. This, to prevent their spread in the field and to avoid severe yield losses, especially in seed potato production. We tried to localize the particular genomic region responsible for tuber necrosis. To this purpose, we carried out RT-PCR experiments using various primer combinations, covering PVY genomic regions larger than those previously used by other authors. As the previous researchers, though, we were not able to differentiate all NTN from others PVY strains. This probably because of the frequent virus variability, due to both genomic mutations and possible recombination events among different strains. In the second case, we studied the influence of Y-sat (CaRNA5 satellite) on symptoms of CMV (Cucumber mosaic virus) in Nicotiana benthamiana plants: strong yellowing appearance instead of simple mosaic. Wang et al (2004), inoculating the same infectious complex on tobacco plants transformed with a viral suppressor of plant silencing (HC-PRO), did not experience the occurrence of yellowing anymore and, therefore, hypotesized that changes in symptoms were due to plant post transcriptional gene silencing (PTGS) mechanism. In our case, inoculation of N. benthamiana plants transformed with another PTGS viral suppressor (p19), and other plants defective for RNA polymerase 6 (involved in systemic silencing), still resulted in yellowing appearance. This, to our opinion, suggests that in our system another possible mechanism is involved.

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La tesi è suddivisa in due parti, nella prima parte si affronta un analisi delle principapi direttive comunitarie attinenti alla certificazione CE di una macchina in genere. Nella seconda parte si descrive una procedura di certificazione che sfrutta come esempio base la macchina rettificatrice.

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Questo progetto consiste nella riqualificazione del Parco di Levante di Cesenatico. Si tratta di un complesso termale, alberghiero, residenziale e commerciale. Vengono studiati più approfonditamente il complesso terme - albergo e la piazza sul mare, simboli del turismo balneare della riviera adriatica.

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Questo progetto consiste nella riqualificazione del Parco di Levante di Cesenatico. Si tratta di un complesso termale, alberghiero, residenziale e commerciale. Vengono studiati più approfonditamente il complesso terme - albergo e la piazza sul mare, simboli del turismo balneare della riviera adriatica.

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The purpose of the work is: define and calculate a factor of collapse related to traditional method to design sheet pile walls. Furthermore, we tried to find the parameters that most influence a finite element model representative of this problem. The text is structured in this way: from chapter 1 to 5, we analyzed a series of arguments which are usefull to understanding the problem, while the considerations mainly related to the purpose of the text are reported in the chapters from 6 to 10. In the first part of the document the following arguments are shown: what is a sheet pile wall, what are the codes to be followed for the design of these structures and what they say, how can be formulated a mathematical model of the soil, some fundamentals of finite element analysis, and finally, what are the traditional methods that support the design of sheet pile walls. In the chapter 6 we performed a parametric analysis, giving an answer to the second part of the purpose of the work. Comparing the results from a laboratory test for a cantilever sheet pile wall in a sandy soil, with those provided by a finite element model of the same problem, we concluded that:in modelling a sandy soil we should pay attention to the value of cohesion that we insert in the model (some programs, like Abaqus, don’t accept a null value for this parameter), friction angle and elastic modulus of the soil, they influence significantly the behavior of the system (structure-soil), others parameters, like the dilatancy angle or the Poisson’s ratio, they don’t seem influence it. The logical path that we followed in the second part of the text is reported here. We analyzed two different structures, the first is able to support an excavation of 4 m, while the second an excavation of 7 m. Both structures are first designed by using the traditional method, then these structures are implemented in a finite element program (Abaqus), and they are pushed to collapse by decreasing the friction angle of the soil. The factor of collapse is the ratio between tangents of the initial friction angle and of the friction angle at collapse. At the end, we performed a more detailed analysis of the first structure, observing that, the value of the factor of collapse is influenced by a wide range of parameters including: the value of the coefficients assumed in the traditional method and by the relative stiffness of the structure-soil system. In the majority of cases, we found that the value of the factor of collapse is between and 1.25 and 2. With some considerations, reported in the text, we can compare the values so far found, with the value of the safety factor proposed by the code (linked to the friction angle of the soil).