Ruolo della fosfolipasi C-β1 nel differenziamento miogenico: identificazione di nuovi target nucleari

The expression of phospholipase C-β1 (PLC-β1) and cyclin D3 is highly induced during skeletal myoblast differentiation. We have previously shown that PLC-β1 activates cyclin D3 promoter during the differentiation of myoblasts to myotubes, indicating that PLC-β1 is a crucial regulator of mouse cyclin D3 gene. Here we report that PLC-β1 catalytic activity plays a role in the increase of cyclin D3 levels and in the induction of differentiation of C2C12 skeletal muscle cells. PLC-β1 mutational analysis revealed the importance of His331 and His378 for the catalytic activity. We show that following insulin administration, cyclin D3 mRNA levels are lower in cells overexpressing the PLC-β1 catalytically inactive form, as compared to wild type cells. We describe a novel signaling pathway elicited by PLC-β1 that modulates Activator Protein-1 (AP-1) activity. Indeed, gel mobility shift assays indicate that there is a c-jun binding site located in cyclin D3 promoter region specifically regulated by PLC-β1 and that c-jun binding activity is significantly increased by insulin stimulation and PLC-β1 overexpression. Moreover, mutation of c-jun/AP-1 binding site decreases the basal cyclin D3 promoter activity and eliminates its induction by insulin and PLC-β1 overexpression. Interestingly, we observed that the ectopic expression of the Inositol Polyphosphate Multikinase (IPMK) in C2C12 myoblasts enhances cyclin D3 gene expression and that the mutation of c-jun site in cyclin D3 promoter determines an impairment of IPMK-dependent promoter induction. These results indicate that PLC-β1 activates a c-jun/AP-1 target gene, i.e. cyclin D3, during myogenic differentiation through IPMK signaling.

Identificazione delle Lamine di tipo A come nuovi substrati della protein chinasi Akt/PKB

Akt (also called PKB) is a 63 kDa serine/threonine kinase involved in promotion of cell survival, proliferation a nd metabolic responses downstream the phosphoinositide-3-kinase (PI 3-kinase) signaling pathway. In resting cells, Akt is a predominantly cytosolic enzyme; however generation of PI 3-kinase lipid products recruits Akt to the plasma membrane, resulting in a conformational change which confers full enzymatic activity through the phosphorylation of the membrane-bound protein at two residues, Thr308, and Ser473. Activated Akt redistributes to cytoplasm and nucleus, where phosphorylation of specific substrates occurs. Both the presence and the activity of Akt in the nucleus have been described. An interesting mechanism that mediates nuclear translocation of Akt has been described in human mature T-cell leukemia: the product of TCL1 gene, Tcl1, interacts with the PH domain of phosphorylated Akt, thus driving Akt to the nucleus. In this context, Tcl1 may act as a direct transporter of Akt or may contribute to the formation of a complex that promotes the transport of active Akt to the nucleus, where it can phosphorylate nuclear substrates. A well described nuclear substrate if Foxo. IGF-1 triggers phosphorylation of Foxo by Akt inside the nucleus, where phospho-Foxo associates to 14.3.3 proteins that, in turn, promote its export to the cytoplasm where it is sequestered. Remarkably, Foxo phosphorylation by Akt has been shown to be a crucial event in Akt-dependent myogenesis. However, most Akt nuclear substrates have so far remained elusive, as well as nuclear Akt functions. This lack of information prompted us to undertake a search of substrates of Akt in the nucleus, by the combined use of 2D-separation/mass spectrometry and anti-Akt-phosphosubstrate antibody. This study presents evidence of A-type lamins as novel nuclear substrates of Akt. Lamins are type V intermediate filaments proteins found in the nucleus of higher eukaryotes where, together with lamin-binding proteins, they form the lamina at the nuclear envelope, providing mechanical stability for the nuclear membrane. By coimmunoprecipitation, it is demonstrated here that endogenous lamin A and Akt interact, and that A-type lamins are phosphorylated by Akt both in vitro and in vivo. Moreover, by phosphoaminoacid analysis and mutagenesis, it is further demonstrated that Akt phosphorylates lamin A at Ser404, and, more importantly, that while lamin A/C phosphorylation is stable throughout the cell cycle, phosphorylation of the precursor prelamin A becomes detectable as cells enter the G2 phase, picking at G2/M. This study also shows that lamin phosphorylation by Akt creates a binding site for 14.3.3 adaptors which, in turn, promote prelamin A degradation. While this mechanism is in agreement with a general role of Akt in the regulation of a subset of its substrates, opposite to what has been described, degradation is not mediated through a ubiquitination and proteasomal mechanism but through a lysosomal pathway, as indicated by the reverting action of the lysosomal inhibitor cloroquine. Phosphorylation is a key event in the mitotic breakdown of the nuclear lamina. However, the kinases and the precise sites of phosphorylation are scarcely known. Therefore, these results represent an important breakthrough in this very significant but understudied area. The phosphorylation of the precursor protein prelamin A and its subsequent degradation at G2/M, when both the nuclear envelop and the nuclear lamina disassemble, can be view as part of a mechanism to dispose off the precursor that is not needed in this precise context. The recently reported finding that patients affected by Emery-Dreifuss muscular dystrophy carry a mutation at Arg 401, in the Akt phosphorylation motif, open new perspective that warrant further investigation in this very important field.

Identificazione dei parametri meccanici del ponte metallico ferroviario a Pontelagoscuro attraverso un algoritmo di ottimizzazione di tipo evolutivo

Nel periodo storico compreso tra la seconda metà dell’Ottocento ed il primo ventennio del Novecento, un’ondata di innovazioni tecnologiche e scientifiche, unitamente all’espansione dell’industria siderurgica e la conseguente diffusione del ferro come materiale da costruzione, portarono alla realizzazione di strutture metalliche grandiose. Ciò fu reso possibile grazie ad una fervida attività di ricerca che permise la risoluzione di problematiche tecniche di assoluto rilievo, come la progettazione di grandi coperture o di ponti destinati al traffico ferroviario in grado di coprire luci sempre maggiori. In questo contesto si sviluppò il sistema della chiodatura come metodo di unione per il collegamento rigido e permanente dei vari elementi che compongono la struttura portante metallica. Ad oggi il sistema della chiodatura è stato quasi completamente sostituito dalla bullonatura di acciaio ad alta resistenza e dalla saldatura, che garantendo gli stessi standard di affidabilità e sicurezza, offrono vantaggi in termini economici e di rapidità esecutiva. Tuttavia lo studio delle unioni chiodate continua a rivestire notevole importanza in tutti quei casi in cui il progettista debba occuparsi di restauro, manutenzione o adeguamento di strutture esistenti che in molti casi continuano ad assolvere le funzioni per le quali erano state progettate. La valutazione delle strutture esistenti, in particolare i ponti, ha assunto un’importanza sempre crescente. L’incremento della mobilità e del traffico sulle infrastrutture di trasporto ha portato ad un incremento contemporaneo di carichi e velocità sui ponti. In particolare nelle ferrovie, i ponti rappresentano una parte strategica della rete ferroviaria e in molti casi, essi hanno già raggiunto i loro limiti di capacità di traffico, tanto è vero che l’età media del sessanta percento dei ponti metallici ferroviari è di un centinaio di anni. Pertanto i carichi di servizio, i cicli di sforzo accumulati a causa dei carichi da traffico e il conseguente invecchiamento delle strutture esistenti, inducono la necessità della valutazione della loro rimanente vita a fatica. In questo contesto, la valutazione delle condizioni del ponte e le conseguenti operazioni di manutenzione o sostituzione diventano indispensabili. Negli ultimi decenni sono state effettuate numerose iniziative di ricerca riguardo il comportamento a fatica dei ponti ferroviari chiodati, poiché le passate esperienze hanno mostrato che tali connessioni sono suscettibili di rotture per fatica. Da uno studio dell’ASCE Committee on Fatigue and Fracture Reliability è emerso che l’ottanta, novanta percento delle crisi nelle strutture metalliche è da relazionarsi ai fenomeni di fatica e frattura. Il danno per fatica riportato dai ponti chiodati è stato osservato principalmente sulle unioni tra elementi principali ed è causato dagli sforzi secondari, che si possono sviluppare in diverse parti delle connessioni. In realtà riguardo la valutazione della fatica sui ponti metallici chiodati, si è scoperto che giocano un ruolo importante molti fattori, anzitutto i ponti ferroviari sono soggetti a grandi variazioni delle tensioni indotte da carichi permanenti e accidentali, così come imperfezioni geometriche e inclinazioni o deviazioni di elementi strutturali comportano sforzi secondari che solitamente non vengono considerati nella valutazione del fenomeno della fatica. Vibrazioni, forze orizzontali trasversali, vincoli interni, difetti localizzati o diffusi come danni per la corrosione, rappresentano cause che concorrono al danneggiamento per fatica della struttura. Per questo motivo si studiano dei modelli agli elementi finiti (FE) che riguardino i particolari delle connessioni e che devono poi essere inseriti all’interno di un modello globale del ponte. L’identificazione degli elementi critici a fatica viene infatti solitamente svolta empiricamente, quindi è necessario che i modelli numerici di cui si dispone per analizzare la struttura nei particolari delle connessioni, così come nella sua totalità, siano il più corrispondenti possibile alla situazione reale. Ciò che ci si propone di sviluppare in questa tesi è un procedimento che consenta di affinare i modelli numerici in modo da ottenere un comportamento dinamico analogo a quello del sistema fisico reale. Si è presa in esame la seguente struttura, un ponte metallico ferroviario a binario unico sulla linea Bologna – Padova, che attraversa il fiume Po tra le località di Pontelagoscuro ed Occhiobello in provincia di Ferrara. Questo ponte fu realizzato intorno agli anni che vanno dal 1945 al 1949 e tra il 2002 e il 2006 ha subito interventi di innalzamento, ampliamento ed adeguamento nel contesto delle operazioni di potenziamento della linea ferroviaria, che hanno portato tra l’altro all’affiancamento di un nuovo ponte, anch’esso a singolo binario, per i convogli diretti nella direzione opposta. Le travate metalliche del ponte ferroviario sono costituite da travi principali a traliccio a gabbia chiusa, con uno schema statico di travi semplicemente appoggiate; tutte le aste delle travi reticolari sono formate da profilati metallici in composizione chiodata. In particolare si è rivolta l’attenzione verso una delle travate centrali, della quale si intende affrontare un’analisi numerica con caratterizzazione dinamica del modello agli Elementi Finiti (FEM), in modo da conoscerne lo specifico comportamento strutturale. Ad oggi infatti l’analisi strutturale si basa prevalentemente sulla previsione del comportamento delle strutture tramite modelli matematici basati su procedimenti risolutivi generali, primo fra tutti il Metodo agli Elementi Finiti. Tuttavia i risultati derivanti dal modello numerico possono discostarsi dal reale comportamento della struttura, proprio a causa delle ipotesi poste alla base della modellazione. Difficilmente infatti si ha la possibilità di riscontrare se le ipotesi assunte nel calcolo della struttura corrispondano effettivamente alla situazione reale, tanto più se come nella struttura in esame si tratta di una costruzione datata e della quale si hanno poche informazioni circa i dettagli relativi alla costruzione, considerando inoltre che, come già anticipato, sforzi secondari e altri fattori vengono trascurati nella valutazione del fenomeno della fatica. Nel seguito si prenderanno in esame le ipotesi su masse strutturali, rigidezze dei vincoli e momento d’inerzia delle aste di parete, grandezze che caratterizzano in particolare il comportamento dinamico della struttura; per questo sarebbe ancora più difficilmente verificabile se tali ipotesi corrispondano effettivamente alla costruzione reale. Da queste problematiche nasce l’esigenza di affinare il modello numerico agli Elementi Finiti, identificando a posteriori quei parametri meccanici ritenuti significativi per il comportamento dinamico della struttura in esame. In specifico si andrà a porre il problema di identificazione come un problema di ottimizzazione, dove i valori dei parametri meccanici vengono valutati in modo che le caratteristiche dinamiche del modello, siano il più simili possibile ai risultati ottenuti da elaborazioni sperimentali sulla struttura reale. La funzione costo è definita come la distanza tra frequenze proprie e deformate modali ottenute dalla struttura reale e dal modello matematico; questa funzione può presentare più minimi locali, ma la soluzione esatta del problema è rappresentata solo dal minimo globale. Quindi il successo del processo di ottimizzazione dipende proprio dalla definizione della funzione costo e dalla capacità dell’algoritmo di trovare il minimo globale. Per questo motivo è stato preso in considerazione per la risoluzione del problema, l’algoritmo di tipo evolutivo DE (Differential Evolution Algorithm), perché gli algoritmi genetici ed evolutivi vengono segnalati per robustezza ed efficienza, tra i metodi di ricerca globale caratterizzati dall’obiettivo di evitare la convergenza in minimi locali della funzione costo. Obiettivo della tesi infatti è l’utilizzo dell’algoritmo DE modificato con approssimazione quadratica (DE-Q), per affinare il modello numerico e quindi ottenere l’identificazione dei parametri meccanici che influenzano il comportamento dinamico di una struttura reale, il ponte ferroviario metallico a Pontelagoscuro.

Eduardo Zamacois: attività editoriale e opera letteraria

Eduardo Zamacois (Pinar del Río, 1873- Buenos Aires, 1971) was a main actor of the spanish’s literature and edition movement from the first third of the 20th century. He was the founder of magazines that had a big impact like “Germinal”, introductive of the sicalipsis (“La Vida Galante”) or so innovative that deserved an special chapter in the history of literature (“El Cuento Semanal” e “Los Contemporáneos”). With this work, it is intended to recreate the most significant stages from his autobiography adventure including the new information that offers his non before published letters exchange with his last sentimental partner. As a writer, his work was very popular in his homeland, translated to the world and reissued in Ibero-America. His literature work is based in three different phases. He began with the use of gallant literature (with books like La enferma, Punto negro) and took an adventure with the pays of mystery and irony (El otro, El misterio de un hombre pequñito, La opinion ajena) to finally focused in a narrative style of a realistic kind, that includes social critique (Las raíces). His last published novel in Spain is a portrait of Madrid during its long siege by the nationalist troops (El asedio de Madrid), a profound tribute to the people’s heroism and a declaration of love to the capital, that was his place of residence for a long time. While his exile, that took him to Cuba, New York and Buenos Aires, he worked in the radio, the dubbing industry and in finishing his most detailed bibliography, Un hombre que se va, a valuable document of that time.

Identificazione della relazione tra riflettività radar e intensità di precipitazione-Applicazione ad eventi intensi registrati sulla Regione Piemonte

Noti il campo spaziale di riflettività Z [mm3], che è una misura della potenza del segnale di ritorno verso il radar che l’aveva emesso e le misure pluviometriche delle stazioni piemontesi (che sono più di 300), la metodologia proposta consiste nello stimare una relazione di potenza del tipo Z=aR^b applicabile all’intera Regione. Con tale fine si determineranno i coefficienti a e b in modo che sia possibile valutare il campo di precipitazione areale R [mm3/h]. I risultati verranno confrontati con quelli derivanti dall’attuale formula utilizzata da ARPA Piemonte: Z=300R^1.5 (Joss e Waldvoguel, 1970)

Strutture a pareti portanti in C. A. caratterizzate da elevate prestazioni sismiche

Per quanto riguarda le costruzioni in conglomerato cementizio armato gettato in opera, i sistemi strutturali più comunemente utilizzati sono quelli a telaio (con trasmissione di momento flettente), a setti portanti o una combinazione di entrambi. A partire dagli anni ’60, numerosissimi sono stati gli studi relativamente al comportamento sismico di strutture in c.a. a telaio. Lo stesso si può affermare per le costruzioni costituite da pareti miste a telai. In particolare, l’argomento della progettazione sismica di tali tipologie di edifici ha sempre riguardato soprattutto gli edifici alti nei quali, evidentemente, l’impiego delle pareti avveniva allo scopo di limitarne la elevata deformabilità. Il comportamento sismico di strutture realizzate interamente a pareti portanti in c.a. è stato meno studiato negli anni, nonostante si sia osservato che edifici realizzati mediante tali sistemi strutturali abbiano mostrato, in generale, pregevoli risorse di resistenza nei confronti di terremoti anche di elevata intensità. Negli ultimi 10 anni, l’ingegneria sismica si sta incentrando sull’approfondimento delle risorse di tipologie costruttive di cui si è sempre fatto largo uso in passato (tipicamente nei paesi dell’Europa continentale, in America latina, negli USA e anche in Italia), ma delle quali mancavano adeguate conoscenze scientifiche relativamente al loro comportamento in zona sismica. Tali tipologie riguardano sostanzialmente sistemi strutturali interamente costituiti da pareti portanti in c.a. per edifici di modesta altezza, usualmente utilizzati in un’edilizia caratterizzata da ridotti costi di realizzazione (fabbricati per abitazioni civili e/o uffici). Obiettivo “generale” del lavoro di ricerca qui presentato è lo studio del comportamento sismico di strutture realizzate interamente a setti portanti in c.a. e di modesta altezza (edilizia caratterizzata da ridotti costi di realizzazione). In particolare, le pareti che si intendono qui studiare sono caratterizzate da basse percentuali geometriche di armatura e sono realizzate secondo la tecnologia del cassero a perdere. A conoscenza dello scrivente, non sono mai stati realizzati, fino ad oggi, studi sperimentali ed analitici allo scopo di determinare il comportamento sismico di tali sistemi strutturali, mentre è ben noto il loro comportamento statico. In dettaglio, questo lavoro di ricerca ha il duplice scopo di: • ottenere un sistema strutturale caratterizzato da elevate prestazioni sismiche; • mettere a punto strumenti applicativi (congruenti e compatibili con le vigenti normative e dunque immediatamente utilizzabili dai progettisti) per la progettazione sismica dei pannelli portanti in c.a. oggetto del presente studio. Al fine di studiare il comportamento sismico e di individuare gli strumenti pratici per la progettazione, la ricerca è stata organizzata come segue: • identificazione delle caratteristiche delle strutture studiate, mediante lo sviluppo/specializzazione di opportune formulazioni analitiche; • progettazione, supervisione, ed interpretazione di una estesa campagna di prove sperimentali eseguita su pareti portanti in c.a. in vera grandezza, al fine di verificarne l’efficace comportamento sotto carico ciclico; • sviluppo di semplici indicazioni (regole) progettuali relativamente alle strutture a pareti in c.a. studiate, al fine di ottenere le caratteristiche prestazionali desiderate. I risultati delle prove sperimentali hanno mostrato di essere in accordo con le previsioni analitiche, a conferma della validità degli strumenti di predizione del comportamento di tali pannelli. Le elevatissime prestazioni riscontrate sia in termini di resistenza che in termini di duttilità hanno evidenziato come le strutture studiate, così messe a punto, abbiano manifestato un comportamento sismico più che soddisfacente.

Identificazione di bersagli terapeutici e realizzazione di tecnologie innovative in oncologia ortopedica

Controlled delivery of anticancer drugs through osteotropic nanoparticles (NP) is a novel approach for the adjuvant therapy of osteolytic bone metastases. Doxorubicin (DXR) is widely used in chemotherapy, although its activity is restricted by dose-dependent cardiotoxicity and marrow toxicity. However, its efficacy can be improved when specific targeting at the tumor site is obtained. The aim of this study was to obtain osteotropic biodegradable NP by nanoprecipitation of a copolymer between poly(D,L-lactide-co-glycolide) (PLGA) and an osteotropic bisphosphonate, sodium alendronate (ALE). NP were subsequently characterised for their chemical-physical properties, biocompatibility, and the ability to inhibit osteoclast-mediated bone resorption, and then loaded with DXR. The effectiveness of NP-loaded DXR was investigated through in vitro and in vivo experiments, and compared to that of free DXR. For the in vitro analysis, six human cell lines were used as a representative panel of bone tumors, including breast and renal adenocarcinoma, osteosarcoma and neuroblastoma. The in vitro uptake and the inhibition of tumor cell proliferation were verified. To analyse the in vivo activity of NP-loaded DXR, osteolytic bone metastases were induced through the intratibial inoculation in BALB/c-nu/nu mice of a human breast cancer cell line, followed by the intraperitoneal administration of the free or NP-loaded DXR. In vitro, aAll of the cell lines were able to uptake both free and NP-loaded drug, and their proliferation was inhibited up to 80% after incubation either with free or NP-loaded DXR. In addition, in vivo experiments showed that NP-loaded DXR were also able to reduce the incidence of bone metastases, not only in comparison with untreated mice, but also with free DXR-treated mice. In conclusion, this research demonstrated an improvement in the therapeutic effect of the antineoplastic drug DXR, when loaded to bone-targeted NP conjugated with ALE. Osteotropic PLGA-ALE NP are suitable to be loaded with DXR and offer as a valuable tool for a tissue specific treatment of skeletal metastases.

Rafael Moneo: la complessità del vuoto. Dalle matrici formali dell'opera di Oteiza e Chillida

The experience of void, essential to the production of forms and to make use them, can be considered as the base of the activities that attend to the formative processes. If void and matter constitutes the basic substances of architecture. Their role in the definition of form, the symbolic value and the constructive methods of it defines the quality of the space. This job inquires the character of space in the architecture of Moneo interpreting the meaning of the void in the Basque culture through the reading of the form matrices in the work of Jorge Oteiza and Eduardo Chillida. In the tie with the Basque culture a reading key is characterized by concurring to put in relation some of the theoretical principles expressed by Moneo on the relationship between place and time, in an unique and specific vision of the space. In the analysis of the process that determines the genesis of the architecture of Moneo emerges a trajectory whose direction is constructed on two pivos: on the one hand architecture like instrument of appropriation of the place, gushed from an acquaintance process who leans itself to the reading of the relations that define the place and of the resonances through which measuring it, on the other hand the architecture whose character is able to represent and to extend the time in which he is conceived, through the autonomy that is conferred to them from values. Following the trace characterized from this hypothesis, that is supported on the theories elaborated from Moneo, surveying deepens the reading of the principles that construct the sculptural work of Oteiza and Chillida, features from a search around the topic of the void and to its expression through the form. It is instrumental to the definition of a specific area that concurs to interpret the character of the space subtended to a vision of the place and the time, affine to the sensibility of Moneo and in some way not stranger to its cultural formation. The years of the academic formation, during which Moneo enters in contact with the Basque artistic culture, seem to be an important period in the birth of that knowledge that will leads him to the formulation of theories tied to the relationship between time, place and architecture. The values expressed through the experimental work of Oteiza and Chillida during years '50 are valid bases to the understanding of such relationships. In tracing a profile of the figures of Oteiza and Chillida, without the pretension that it is exhaustive for the reading of the complex historical period in which they are placed, but with the needs to put the work in a context, I want to be evidenced the important role carried out from the two artists from the Basque cultural area within which Moneo moves its first steps. The tie that approaches Moneo to the Basque culture following the personal trajectory of the formative experience interlaces to that one of important figures of the art and the Spanish architecture. One of the more meaningful relationships is born just during the years of his academic formation, from 1958 to the 1961, when he works like student in the professional office of the architect Francisco Sáenz de Oiza, who was teaching architectural design at the ETSAM. In these years many figures of Basque artists alternated at the professional office of Oiza that enjoys the important support of the manufacturer and maecenas Juan Huarte Beaumont, introduced to he from Oteiza. The tie between Huarte and Oteiza is solid and continuous in the years and it realizes in a contribution to many of the initiatives that makes of Oteiza a forwarder of the Basque culture. In the four years of collaboration with Oiza, Moneo has the opportunity to keep in contact with an atmosphere permeated by a constant search in the field of the plastic art and with figures directly connected to such atmosphere. It’s of a period of great intensity as in the production like in the promotion of the Basque art. The collective “Blanco y Negro”, than is held in 1959 at the Galería Darro to Madrid, is only one of the many times of an exhibition of the work of Oteiza and Chillida. The end of the Fifties is a period of international acknowledgment for Chillida that for Oteiza. The decade of the Fifties consecrates the hypotheses of a mythical past of the Basque people through the spread of the studies carried out in the antecedent years. The archaeological discoveries that join to a context already rich of signs of the prehistoric era, consolidate the knowledge of a strong cultural identity. Oteiza, like Chillida and other contemporary artists, believe in a cosmogonist conception belonging to the Basques, connected to their matriarchal mythological past. The void in its meaning of absence, in the Basque culture, thus as in various archaic and oriental religions, is equivalent to the spiritual fullness as essential condition to the revealing of essence. Retracing the archaic origins of the Basque culture emerges the deep meaning that the void assumes as key element in the religious interpretation of the passage from the life to the death. The symbology becomes rich of meaningful characters who derive from the fact that it is a chthonic cult. A representation of earth like place in which divine manifest itself but also like connection between divine and human, and this manipulation of the matter of which the earth it is composed is the tangible projection of the continuous search of the man towards God. The search of equilibrium between empty and full, that characterizes also the development of the form in architecture, in the Basque culture assumes therefore a peculiar value that returns like constant in great part of the plastic expressions, than in this context seem to be privileged regarding the other expressive forms. Oteiza and Chillida develop two original points of view in the representation of the void through the form. Both use of rigorous systems of rules sensitive to the physics principles and the characters of the matter. The last aim of the Oteiza’s construction is the void like limit of the knowledge, like border between known and unknown. It doesn’t means to reduce the sculptural object to an only allusive dimension because the void as physical and spiritual power is an active void, that possesses that value able to reveal the being through the trace of un-being. The void in its transcendental manifestation acts at the same time from universal and from particular, like in the atomic structure of the matter, in which on one side it constitutes the inner structure of every atom and on the other one it is necessary condition to the interaction between all the atoms. The void can be seen therefore as the action field that concurs the relations between the forms but is also the necessary condition to the same existence of the form. In the construction of Chillida the void represents that counterpart structuring the matter, inborn in it, the element in absence of which wouldn’t be variations neither distinctive characters to define the phenomenal variety of the world. The physics laws become the subject of the sculptural representation, the void are the instrument that concurs to catch up the equilibrium. Chillida dedicate himself to experience the space through the senses, to perceive of the qualities, to tell the physics laws which forge the matter in the form and the form arranges the places. From the artistic experience of the two sculptors they can be transposed, to the architectonic work of Moneo, those matrices on which they have constructed their original lyric expressions, where the void is absolute protagonist. An ambit is defined thus within which the matrices form them drafts from the work of Oteiza and Chillida can be traced in the definition of the process of birth and construction of the architecture of Moneo, but also in the relation that the architecture establishes with the place and in the time. The void becomes instrument to read the space constructed in its relationships that determine the proportions, rhythms, and relations. In this way the void concurs to interpret the architectonic space and to read the value of it, the quality of the spaces constructing it. This because it’s like an instrument of the composition, whose role is to maintain to the separation between the elements putting in evidence the field of relations. The void is that instrument that serves to characterize the elements that are with in the composition, related between each other, but distinguished. The meaning of the void therefore pushes the interpretation of the architectonic composition on the game of the relations between the elements that, independent and distinguished, strengthen themselves in their identity. On the one hand if void, as measurable reality, concurs all the dimensional changes quantifying the relationships between the parts, on the other hand its dialectic connotation concurs to search the equilibrium that regulated such variations. Equilibrium that therefore does not represent an obtained state applying criteria setting up from arbitrary rules but that depends from the intimate nature of the matter and its embodiment in the form. The production of a form, or a formal system that can be finalized to the construction of a building, is indissolubly tied to the technique that is based on the acquaintance of the formal vocation of the matter, and what it also can representing, meaning, expresses itself in characterizing the site. For Moneo, in fact, the space defined from the architecture is above all a site, because the essence of the site is based on the construction. When Moneo speaks about “birth of the idea of plan” like essential moment in the construction process of the architecture, it refers to a process whose complexity cannot be born other than from a deepened acquaintance of the site that leads to the comprehension of its specificity. Specificity arise from the infinite sum of relations, than for Moneo is the story of the oneness of a site, of its history, of the cultural identity and of the dimensional characters that that they are tied to it beyond that to the physical characteristics of the site. This vision is leaned to a solid made physical structure of perceptions, of distances, guideline and references that then make that the process is first of all acquaintance, appropriation. Appropriation that however does not happen for directed consequence because does not exist a relationship of cause and effect between place and architecture, thus as an univocal and exclusive way does not exist to arrive to a representation of an idea. An approach that, through the construction of the place where the architecture acquires its being, searches an expression of its sense of the truth. The proposal of a distinction for areas like space, matter, spirit and time, answering to the issues that scan the topics of the planning search of Moneo, concurs a more immediate reading of the systems subtended to the composition principles, through which is related the recurrent architectonic elements in its planning dictionary. From the dialectic between the opposites that is expressed in the duality of the form, through the definition of a complex element that can mediate between inside and outside as a real system of exchange, Moneo experiences the form development of the building deepening the relations that the volume establishes in the site. From time to time the invention of a system used to answer to the needs of the program and to resolve the dual character of the construction in an only gesture, involves a deep acquaintance of the professional practice. The technical aspect is the essential support to which the construction of the system is indissolubly tied. What therefore arouses interest is the search of the criteria and the way to construct that can reveal essential aspects of the being of the things. The constructive process demands, in fact, the acquaintance of the formative properties of the matter. Property from which the reflections gush on the relations that can be born around the architecture through the resonance produced from the forms. The void, in fact, through the form is in a position to constructing the site establishing a reciprocity relation. A reciprocity that is determined in the game between empty and full and of the forms between each other, regarding around, but also with regard to the subjective experience. The construction of a background used to amplify what is arranged on it and to clearly show the relations between the parts and at the same time able to tie itself with around opening the space of the vision, is a system that in the architecture of Moneo has one of its more effective applications in the use of the platform used like architectonic element. The spiritual force of this architectonic gesture is in the ability to define a place whose projecting intention is perceived and shared with who experience and has lived like some instrument to contact the cosmic forces, in a delicate process that lead to the equilibrium with them, but in completely physical way. The principles subtended to the construction of the form taken from the study of the void and the relations that it concurs, lead to express human values in the construction of the site. The validity of these principles however is tested from the time. The time is what Moneo considers as filter that every architecture is subordinate to and the survival of architecture, or any of its formal characters, reveals them the validity of the principles that have determined it. It manifests thus, in the tie between the spatial and spiritual dimension, between the material and the worldly dimension, the state of necessity that leads, in the construction of the architecture, to establish a contact with the forces of the universe and the intimate world, through a process that translate that necessity in elaboration of a formal system.

Per un'etica della letteratura: la cornice il doppio legame nell'opera di J. M. Coetzee

The elusive fiction of J. M. Coetzee is not a work in which you can read fixed ethical stances. I suggest testing the potentialities of a logic based on frames and double binds in Coetzee's novels. A double bind is a dilemma in communication which consists on tho conflicting messages, with the result that you can’t successfully respond to neither. Jacques Derrida highlighted the strategic value of a way of thinking based on the double bind (but on frames as well), which enables to escape binary thinking and so it opens an ethical space, where you can make a choice out of a set of fixed rules and take responsibility for it. In Coetzee’s fiction the author himself can be considered in a double bind, seeing that he is a white South African writer who feels that his “task” can’t be as simply as choosing to represent faithfully the violence and the racism of the apartheid or of choosing to give a voice to the oppressed. Good intentions alone do not ensure protection against entering unwittingly into complicity with the dominant discourse, and this is why is important to make the frame in which one is always situated clearly visible and explicit. The logic of the double bind becomes the way in which moral problem are staged in Coetzee’s fiction as well: the opportunity to give a voice to the oppressed through the same language which co-opted to serve the cause of oppression, a relation with the otherness never completed, or the representability of evil in literature, of the secret and of the paradoxical implications of confession and forgiveness.

Drift Tubes Trigger System of the CMS Experiment at LHC : Commissioning and Performances

In this thesis the performances of the CMS Drift Tubes Local Trigger System of the CMS detector are studied. CMS is one of the general purpose experiments that will operate at the Large Hadron Collider at CERN. Results from data collected during the Cosmic Run At Four Tesla (CRAFT) commissioning exercise, a globally coordinated run period where the full experiment was involved and configured to detect cosmic rays crossing the CMS cavern, are presented. These include analyses on the precision and accuracy of the trigger reconstruction mechanism and measurement of the trigger efficiency. The description of a method to perform system synchronization is also reported, together with a comparison of the outcomes of trigger electronics and its software emulator code.