L’attuale condizione che caratterizza il settore energetico richiede un necessario processo di riconversione che, oltre a favorire il risparmio energetico, riduca la dipendenza dai combustibili fossili ed accresca l’impiego di fonti energetiche rinnovabili, dando un contributo fondamentale alla riduzione delle emissioni di gas serra come diversi accordi internazionali richiedono. Si rende pertanto necessario accelerare i processi che da alcuni anni stanno favorendo l’utilizzo di energia da fonti rinnovabili. Tra queste, le fonti legate ai processi di trattamento biologico dei reflui stanno avendo un interessante sviluppo. Esistono numerosi processi biologici che consentono la produzione di energia in maniera indiretta, quali ad esempio i processi di digestione anaerobica finalizzati alla produzione di biogas e/o produzione biologica di idrogeno. In tale contesto si inserisce la tecnologia delle Microbial Fuel Cell, che consente la produzione diretta di energia elettrica, finalizzata al recupero energetico inteso al miglioramento dell’efficienza energetica e alla riduzione dei costi d’esercizio di impianti di trattamento biologico dei reflui. Il presente lavoro di Tesi di Dottorato sperimentale, svoltosi in collaborazione al laboratorio PROT.-IDR. della sede ENEA di Bologna, riporta i risultati dell’attività di ricerca condotta su una MFC (Microbial Fuel Cell) a doppio stadio biologico per il trattamento di reflui ad elevato carico organico e produzione continua di energia elettrica. E’ stata provata l’applicabilità della MFC con entrambi i comparti biotici utilizzando elettrodi di grafite non trattata ottenendo, con un carico organico in ingresso di circa 9 gd-1, valori di potenza massima prodotta che si attestano su 74 mWm-2, corrente elettrica massima generata di 175 mAm-2 ad una tensione di 421 mV, ed una conversione di COD in elettricità pari a 1,2 gCODm-2d-1. I risultati sono stati molto positivi per quanto riguarda le prestazioni depurative ottenute dalla MFC. L’efficienza di depurazione misurata ha raggiunto un valore massimo del 98% di rimozione del COD in ingresso, mentre e la concentrazione di azoto ammoniacale nell’effluente raccolto all’uscita del sedimentatore è sempre stata inferiore a 1 mgN-NH4+l-1. Tra gli obiettivi posti all’inizio della sperimentazione si è rivelata di notevole interesse la valutazione del possibile utilizzo della MFC come sistema per il monitoraggio on-line del COD e degli acidi grassi volatili (VFA) prodotti all’interno di un digestore anaerobico, attraverso la definizione di una correlazione tra i dati elettrici registrati in continuo e le concentrazioni di CODanaer e VFA misurate in diversi periodi della sperimentazione. L’analisi DGGE della biomassa catodica ha fornito uno strumento analitico utile allo studio della diversità della comunità microbica sospesa ed adesa al catodo e ha confermato la forte similarità delle specie batteriche riconosciute nei campioni analizzati. In particolare, le bande di sequenziamento ottenute sono affiliate ai gruppi batterici Firmicutes, -Proteobacteria,  -Proteobacteria, -Proteobacteria e Bacteroidetes. Da quanto emerso dalla sperimentazione condotta si può pertanto concludere che ad oggi le MFC sono in fase di evoluzione rispetto ai primi prototipi utilizzati per lo studio delle comunità microbiali e per la comprensione dei meccanismi di trasferimento elettronico. Sfruttarne la potenza prodotta in maniera commerciale diviene una grande sfida per il futuro, ed è opinione comune che le prime applicazioni pratiche delle MFC saranno come fonte di recupero energetico per i dispositivi utilizzati per il monitoraggio dell’ambiente e per il trattamento delle acque reflue.

La tesi di ricerca, a partire dallo studio di aspetti concettuali e metodologici connessi al progetto dello spazio urbano, in termini di elementi spaziali, tipologie di prodotti e processi della progettazione, si propone di definire i temi critici di un approccio progettuale integrato, quali contributi alla base di una proposta di revisione della lettura dei criteri della composizione architettonica e urbana. L'approfondimento dei principi posti alla base della qualità  dello spazio urbano - intesa secondo un'accezione ampia del termine entro cui far convergere il tema della sostenibilità  - ha indotto a condurre una riflessione specifica sull'incidenza dell'interazione tra fattori progettuali e procedurali, secondo una visione sistemica che sposta l'attenzione dagli oggetti alle relazioni, quali elementi chiave della comprensione delle dinamiche urbane. L'analisi critica di esperienze applicative esemplari selezionate nel contesto europeo, riferita agli stessi temi critici dell'integrazione offre uno strumento essenziale di indagine, approfondimento e verifica puntuale di indirizzi e linee strategiche, utile anche per l'individuazione di un percorso preventivo di analisi degli elementi significativi del controllo del progetto. La valutazione comparata dei casi, mettendo in relazione interventi a scala urbana e specifiche realizzazioni a scala architettonica, si propone di evidenziare come l'efficacia delle strategie più generali possa tradursi nel valore dei progetti di dettaglio solo attraverso un approccio metodologico integrato, capace di incidere profondamente e proficuamente sulla qualità  delle trasformazioni dello spazio urbano. Porsi in un atteggiamento critico capace di interpretare la complessità  della realtà  contemporanea secondo una prospettiva a-scalare della progettazione, rappresenta la condizione essenziale per promuovere e valorizzare una creatività  progettuale capace di definire scenari contemporanei e futuri più responsabili e consapevoli.

Abstract Il tema delle infrastrutture, intese come parte dell’architettura dello spazio urbano e del territorio, assume un ruolo centrale in molti progetti contemporanei e costituisce la ragione di questa ricerca. E’ preso in esame, in particolare, il tracciato extraurbano della via Emilia, antica strada consolare romana la cui definizione risale al II sec. a.C., nel tratto compreso tra le città di Rimini e Forlì. Studiare la strada nel suo rapporto con il territorio locale ha significato in primo luogo prendere in considerazione la via Emilia in quanto manufatto, ma anche in quanto percorso che si compie nel tempo. Si è dunque cercato di mostrare come, in parallelo all’evoluzione della sua sezione e della geometria del suo tracciato, sia cambiata anche la sua fruizione, e come si sia evoluto il modo in cui la strada viene “misurata”, denominata e gestita. All’interno di una riflessione critica sulla forma e sul ruolo della strada nel corso dei secoli la Tesi rilegge il territorio nella sua dimensione di “palinsesto”, riconoscendo e isolando alcuni momenti in cui la via Emilia ha assunto un valore “simbolico” che rimanda alla Roma imperiale. La perdita del significato via Emilia, intesa come elemento di “costruzione” del territorio, ha origine con il processo di urbanizzazione diffusa che ha investito il territorio extraurbano a partire dalla fine della seconda guerra mondiale. La condizione attuale della strada, sempre più congestionata dal traffico veicolare, costituisce la premesse per una riflessione sul futuro della sua forma e degli insediamenti che attraversa. La strategia proposta dagli Enti locali che prevede il raddoppio della strada, con la costruzione della via Emilia Bis, non garantisce solo un potenziamento infrastrutturale ma rappresenta l’occasione per sottrarre al tracciato attuale la funzione di principale asse di comunicazione extraurbana. La via Emilia potrebbe così recuperare il ruolo di itinerario narrativo, attraverso la configurazione dei suoi spazi collettivi, l’architettura dei suoi edifici, il significato dei suoi monumenti, e diventare spazio privilegiato di relazione e di aggregazione. The theme of urban infrastructures, thought as part of the design of urban space and territory, has a central role in several contemporary projects and is the reason of this research. The object of the study is the extra urban route of the via Emilia, an ancient roman road which has been defined in the II century b. C., in its stretch between the cities of Rimini and Forlì. Studying the road in its relationship with the local environment has meant first of all considering the via Emilia as an “artefact” but also as a path that takes place over time. The aim of this research was also to demonstrate how its fruition has changed together with the evolution of the section and geometry of the route, and how the road itself is measured, named and managed. Within a critical approach on the shape and on the role played by the road through the centuries, this Essay reinterprets the territory in its dimension of “palimpsest”, identifying and isolating some periods of time when the via Emilia assumed a symbolic value which recalls the Imperial Rome. The loss of the meaning of the via Emilia, intended as an element that “constitutes” the territory originates from a process of diffused urbanization, which spread in the extra urban environment from the end of the second world war. The actual condition of the road, more and more congested by traffic, is the premise of a reflection about the future of its shape and of the settlements alongside. The strategy proposed by the local authorities, that foresees to double the size of the road, building the via Emilia Bis, not only guarantees an infrastructural enhancement but also it represents an opportunity to take off from the road itself the current function of being the principal axis of extra urban connection. In this way the via Emilia could regain its role as a narrative itinerary, through the configuration of its public spaces, the architecture of its buildings, the meaning of its monuments, and then become a privileged space of relationship and aggregation.

The present doctoral dissertation deals with two significant case studies of Italian holiday camps which appear as interesting architectural experiences that reflect both the pedagogic and educational programmes of the fascist regime, and the discussion on the constructive and expressive principles that characterize the Italian architecture during the Thirties. The research explains the colony "XXVIII October for the sons of the Italian workers living abroad", today known as "Le Navi" ("The Ships"), built in Cattolica in 1934 and projected by the Roman architect Clemente Busiri Vici, and the feminine colony "for the sons of the Italian workers living abroad" built in 1934 in Tirrenia and projected by the architects Mario Paniconi and Giulio Pediconi. These holiday camps are the sole buildings commissioned directly by the Department in the Italian Foreign Office with the aim of offering a seaside stay to the sons of the Italians living in the colonies who, probably, could visit Italy only one time in their life. Firstly, the work illustrates the most relevant themes concerning these holiday camps, such as the representative intents that the buildings evoked to the children attending the places. Sun-bathing and group gymnastics were some of the rituals in the communal life, where order and discipline gave a precise internal organization to the spaces. Over the correspondence to practical functions, the figures and the forms of the different spaces of the buildings involve the children in an educational dimension. Subsequently, the function of the Department in the Italian Foreign Office and the planning and constructive ideas of the two colonies will be introduced. These colonies were conceived by a precise social project with educational, welfare and therapeutic aims. The elements, the spaces and the volumes create a fixed and theatrical scene of the life, full of ideological, political and celebratory overtones. Finally, the research shows that the relation between the architectural shape of the buildings and the rituals performed by fascist tutors produces an ideal space, extraneous to the external world that could influence the behavior of the children. The plan is to transmit to the children an image of Italy that will remain engraved in their minds once they have returned to their countries. In these projects there is the intent to transmit the image of "italianity" abroad. The way to do this was to plan for them a scenery which contains all the architectural elements of Italian cities. The holiday camps are proposed a sort of microcosm that appears as an "evocation" of the places and the spaces of Italian cities. The buildings appear as veritable "cities of childhood". / La tesi di dottorato di ricerca ha come oggetto lo studio della relazione tra l'immaginario proposto ai bambini dal regime fascista attraverso le colonie di vacanza e la soluzione architettonica offerta da due casi esemplari: la colonia marina "XXVIII ottobre per i Figli degli Italiani all'Estero" realizzata a Cattolica nel 1933-34 su progetto dell'ingegnere Clemente Busiri Vici, e la colonia marina femminile "per i Figli degli Italiani all'Estero" realizzata a Tirrenia nel 1934 su progetto degli architetti Mario Paniconi e Giulio Pediconi. Le colonie selezionate costituiscono i due soli edifici commissionati direttamente dalla Direzione Generale degli Italiani all'Estero del Ministro degli Esteri per l'accoglienza di bambini che vivevano lontano dall'Italia e che avrebbero visitato il paese forse solo una volta nella loro vita. Questo importante aspetto trova traccia nella stessa configurazione degli edifici. La metodologia di analisi, fondata sul confronto tra la conoscenza delle due opere architettoniche con le relazioni che esse intrattengono con il contesto culturale dell'Italia degli anni Trenta, si riflette nella struttura del lavoro. La ricerca affronta dapprima le strategie territoriali e localizzative che presiedono la diffusione di questi edifici, il progetto sociale, educativo e assistenziale che sta alla base della politica del regime fascista sulla vacanza dell'infanzia, e sul ruolo della cultura figurativa che accompagna la diffusione di questi edifici negli anni del fascismo. Successivamente viene esaminato il ruolo svolto dalla Direzione Generale dei Fasci Italiani all'Estero e viene esaminata la specifica vicenda progettuale e costruttiva delle due colonie di Cattolica e di Tirrenia, con particolare riferimento alla loro composizione ed agli specifici dispositivi spaziali sempre inseriti in una dimensione ad un tempo educativa e celebrativa. Infine la ricerca indaga le questioni insediative e tipologiche, e la relazione delle figure architettoniche della due colonie marine con i rituali e le pratiche sociali. Emerge come un tema di fondo l'esigenza di comunicare ai giovani ospiti "figli degli italiani emigrati all'estero" un'immagine nitida dell'Italia e del suo paesaggio; si tratta di un'esigenza di comunicazione che informa la progettazione delle due colonie di vacanza. A Cattolica come a Tirrenia le colonie si costituiscono come uno scenario attentamente articolato che contiene tutti gli elementi architettonici delle città  italiane. La colonia viene quindi proposta coma una sorta di microcosmo autonomo che si mostri come una "evocazione" dei luoghi e degli spazi delle città  italiane.

An archetype selected over the centuries Adalberto Libera wrote little, showing more inclination to use the project as the only means of verification. This study uses a survey of the project for purely compositional space in relation to the reason that most other returns with continuity and consistency throughout his work. "The fruit of a type selected over centuries", in the words of Libera, is one of the most widely used and repeated spatial archetypes present in the history of architecture, given its nature as defined by a few consolidated elements and precisely defined with characters of geometric precision and absoluteness, the central space is provided, over the course of evolution of architecture, and its construction aspects as well as symbolic, for various uses, from historical period in which it was to coincide with sacred space for excellence, to others in which it lends itself to many different expressive possibilities of a more "secular". The central space was created on assumptions of a constructive character, and the same exact reason has determined the structural changes over the centuries, calling from time to time with advances in technology, the maximum extent possible and the different applications, which almost always have coincided with the reason for the monumental space. But it’s in the Roman world that the reason for the central space is defined from the start of a series of achievements that fix the character in perpetuity. The Pantheon was seen maximum results and, simultaneously, the archetype indispensable, to the point that it becomes difficult to sustain a discussion of the central space that excludes. But the reason the space station has complied, in ancient Rome, just as exemplary, monuments, public spaces or buildings with very different implications. The same Renaissance, on which Wittkower's proving itself once and for all, the nature and interpretation of sacred space station, and thus the symbolic significance of that invaded underlying interpretations related to Humanism, fixing the space-themed drawing it with the study and direct observation by the four-sixteenth-century masters, the ruins that in those years of renewed interest in the classical world, the first big pieces of excavation of ancient Rome brought to light with great surprise of all. Not a case, the choice to investigate the architectural work of Libera through the grounds of the central space. Investigating its projects and achievements, it turns out as the reason invoked particularly evident from the earliest to latest work, crossing-free period of the war which for many authors in different ways, the distinction between one stage and another, or the final miss. The theme and the occasion for Libera always distinct, it is precisely the key through which to investigate her work, to come to discover that the first-in this case the central plan-is the constant underlying all his work, and the second reason that the quota with or at the same time, we will return different each time and always the same Libera, formed on the major works remained from ancient times, and on this building method, means consciously, that the characters of architectural works, if valid, pass the time, and survive the use and function contingent. As for the facts by which to formalize it, they themselves are purely contingent, and therefore available to be transferred from one work to another, from one project to another, using also the loan. Using the same two words-at-issue and it becomes clear now how the theme of this study is the method of Libera and opportunity to the study of the central space in his work. But there is one aspect that, with respect to space a central plan evolves with the progress of the work of Libera on the archetype, and it is the reason behind all the way, just because an area built entirely on reason centric. It 'just the "center" of space that, ultimately, tells us the real progression and the knowledge that over the years has matured and changed in Libera. In the first phase, heavily laden with symbolic superstructure, even if used in a "bribe" from Free-always ill-disposed to sacrifice the idea of architecture to a phantom-center space is just the figure that identifies the icon represents space itself: the cross, the flame or the statue are different representations of the same idea of center built around an icon. The second part of the work of clearing the space station, changed the size of the orders but the demands of patronage, grows and expands the image space centric, celebratory nature that takes and becomes, in a different way, this same symbol . You see, one in all, as the project of "Civiltà Italiana" or symbolic arch are examples of this different attitude. And at the same point of view, you will understand how the two projects formulated on the reuse of the Mausoleum of Augustus is the key to its passage from first to second phase: the Ara Pacis in the second project, making itself the center of the composition "breaks" the pattern of symbolic figure in the center, because it is itself an architecture. And, in doing so, the transition takes place where the building itself-the central space-to become the center of that space that itself creates and determines, by extending the potential and the expressiveness of the enclosure (or cover) that defines the basin centered. In this second series of projects, which will be the apex and the point of "crisis" in the Palazzo dei Congressi all'E42 received and is no longer so, the symbol at the very geometry of space, but space itself and 'action' will be determined within this; action leading a movement, in the case of the Arco simbolico and the "Civiltà Italiana" or, more frequently, or celebration, as in the great Sala dei Recevimenti all’E42, which, in the first project proposal, is represented as a large area populated by people in suits, at a reception, in fact. In other words, in this second phase, the architecture is no longer a mere container, but it represents the shape of space, representing that which "contains". In the next step-determining the knowledge from which mature in their transition to post-war-is one step that radically changes the way centric space, although formally and compositionally Libera continues the work on the same elements, compounds and relationships in a different way . In this last phase Freedom, center, puts the man in human beings, in the two previous phases, and in a latent, were already at the center of the composition, even if relegated to the role of spectators in the first period, or of supporting actors in the second, now the heart of space. And it’s, as we shall see, the very form of being together in the form of "assembly", in its different shades (up to that sacred) to determine the shape of space, and how to relate the parts that combine to form it. The reconstruction of the birth, evolution and development of the central space of the ground in Libera, was born on the study of the monuments of ancient Rome, intersected on fifty years of recent history, honed on the constancy of a method and practice of a lifetime, becomes itself, Therefore, a project, employing the same mechanisms adopted by Libera; the decomposition and recomposition, research synthesis and unity of form, are in fact the structure of this research work. The road taken by Libera is a lesson in clarity and rationality, above all, and this work would uncover at least a fragment.

The research performed during the PhD and presented in this thesis, allowed to make judgments on pushover analysis method about its application in evaluating the correct structural seismic response. In this sense, the extensive critical review of existing pushover procedures (illustrated in chapter 1) outlined their major issues related to assumptions and to hypothesis made in the application of the method. Therefore, with the purpose of evaluate the effectiveness of pushover procedures, a wide numerical investigation have been performed. In particular the attention has been focused on the structural irregularity on elevation, on the choice of the load vector and on its updating criteria. In the study eight pushover procedures have been considered, of which four are conventional type, one is multi-modal, and three are adaptive. The evaluation of their effectiveness in the identification of the correct dynamic structural response, has been done by performing several dynamic and static non-linear analysis on eight RC frames, characterized by different proprieties in terms of regularity in elevation. The comparisons of static and dynamic results have then permitted to evaluate the examined pushover procedures and to identify the expected margin of error by using each of them. Both on base shear-top displacement curves and on considered storey parameters, the best agreement with the dynamic response has been noticed on Multi-Modal Pushover procedure. Therefore the attention has been focused on Displacement-based Adative Pushover, coming to define for it an improvement strategy, and on modal combination rules, advancing an innovative method based on a quadratic combination of the modal shapes (QMC). This latter has been implemented in a conventional pushover procedure, whose results have been compared with those obtained by other multi-modal procedures. The development of research on pushover analysis is very important because the objective is to come to the definition of a simple, effective and reliable analysis method, indispensable tool in the seismic evaluation of new or existing structures.

Among the experimental methods commonly used to define the behaviour of a full scale system, dynamic tests are the most complete and efficient procedures. A dynamic test is an experimental process, which would define a set of characteristic parameters of the dynamic behaviour of the system, such as natural frequencies of the structure, mode shapes and the corresponding modal damping values associated. An assessment of these modal characteristics can be used both to verify the theoretical assumptions of the project, to monitor the performance of the structural system during its operational use. The thesis is structured in the following chapters: The first introductive chapter recalls some basic notions of dynamics of structure, focusing the discussion on the problem of systems with multiply degrees of freedom (MDOF), which can represent a generic real system under study, when it is excited with harmonic force or in free vibration. The second chapter is entirely centred on to the problem of dynamic identification process of a structure, if it is subjected to an experimental test in forced vibrations. It first describes the construction of FRF through classical FFT of the recorded signal. A different method, also in the frequency domain, is subsequently introduced; it allows accurately to compute the FRF using the geometric characteristics of the ellipse that represents the direct input-output comparison. The two methods are compared and then the attention is focused on some advantages of the proposed methodology. The third chapter focuses on the study of real structures when they are subjected to experimental test, where the force is not known, like in an ambient or impact test. In this analysis we decided to use the CWT, which allows a simultaneous investigation in the time and frequency domain of a generic signal x(t). The CWT is first introduced to process free oscillations, with excellent results both in terms of frequencies, dampings and vibration modes. The application in the case of ambient vibrations defines accurate modal parameters of the system, although on the damping some important observations should be made. The fourth chapter is still on the problem of post processing data acquired after a vibration test, but this time through the application of discrete wavelet transform (DWT). In the first part the results obtained by the DWT are compared with those obtained by the application of CWT. Particular attention is given to the use of DWT as a tool for filtering the recorded signal, in fact in case of ambient vibrations the signals are often affected by the presence of a significant level of noise. The fifth chapter focuses on another important aspect of the identification process: the model updating. In this chapter, starting from the modal parameters obtained from some environmental vibration tests, performed by the University of Porto in 2008 and the University of Sheffild on the Humber Bridge in England, a FE model of the bridge is defined, in order to define what type of model is able to capture more accurately the real dynamic behaviour of the bridge. The sixth chapter outlines the necessary conclusions of the presented research. They concern the application of a method in the frequency domain in order to evaluate the modal parameters of a structure and its advantages, the advantages in applying a procedure based on the use of wavelet transforms in the process of identification in tests with unknown input and finally the problem of 3D modeling of systems with many degrees of freedom and with different types of uncertainty.

Piezoelectrics present an interactive electromechanical behaviour that, especially in recent years, has generated much interest since it renders these materials adapt for use in a variety of electronic and industrial applications like sensors, actuators, transducers, smart structures. Both mechanical and electric loads are generally applied on these devices and can cause high concentrations of stress, particularly in proximity of defects or inhomogeneities, such as flaws, cavities or included particles. A thorough understanding of their fracture behaviour is crucial in order to improve their performances and avoid unexpected failures. Therefore, a considerable number of research works have addressed this topic in the last decades. Most of the theoretical studies on this subject find their analytical background in the complex variable formulation of plane anisotropic elasticity. This theoretical approach bases its main origins in the pioneering works of Muskelishvili and Lekhnitskii who obtained the solution of the elastic problem in terms of independent analytic functions of complex variables. In the present work, the expressions of stresses and elastic and electric displacements are obtained as functions of complex potentials through an analytical formulation which is the application to the piezoelectric static case of an approach introduced for orthotropic materials to solve elastodynamics problems. This method can be considered an alternative to other formalisms currently used, like the Stroh’s formalism. The equilibrium equations are reduced to a first order system involving a six-dimensional vector field. After that, a similarity transformation is induced to reach three independent Cauchy-Riemann systems, so justifying the introduction of the complex variable notation. Closed form expressions of near tip stress and displacement fields are therefore obtained. In the theoretical study of cracked piezoelectric bodies, the issue of assigning consistent electric boundary conditions on the crack faces is of central importance and has been addressed by many researchers. Three different boundary conditions are commonly accepted in literature: the permeable, the impermeable and the semipermeable (“exact”) crack model. This thesis takes into considerations all the three models, comparing the results obtained and analysing the effects of the boundary condition choice on the solution. The influence of load biaxiality and of the application of a remote electric field has been studied, pointing out that both can affect to a various extent the stress fields and the angle of initial crack extension, especially when non-singular terms are retained in the expressions of the electro-elastic solution. Furthermore, two different fracture criteria are applied to the piezoelectric case, and their outcomes are compared and discussed. The work is organized as follows: Chapter 1 briefly introduces the fundamental concepts of Fracture Mechanics. Chapter 2 describes plane elasticity formalisms for an anisotropic continuum (Eshelby-Read-Shockley and Stroh) and introduces for the simplified orthotropic case the alternative formalism we want to propose. Chapter 3 outlines the Linear Theory of Piezoelectricity, its basic relations and electro-elastic equations. Chapter 4 introduces the proposed method for obtaining the expressions of stresses and elastic and electric displacements, given as functions of complex potentials. The solution is obtained in close form and non-singular terms are retained as well. Chapter 5 presents several numerical applications aimed at estimating the effect of load biaxiality, electric field, considered permittivity of the crack. Through the application of fracture criteria the influence of the above listed conditions on the response of the system and in particular on the direction of crack branching is thoroughly discussed.

No description available.

This research work faces the problem of insertion of viscous dampers into Moment Resisiting Frames (MRF) for maximum efficiency in mitigation of the seismic effects. The work would lead to a precise design indication. The fundamental result of the thesis consists in showing that, even for moment-resisting structures, you can design a system of added viscous dampers able to achieve target levels of performances. Ie given the reduction factor in the seismic response, discover the characteristics of the viscous dampers which allow to achieve it.