Flash Forward: Faenza 2032. Uno sviluppo urbano senza consumo di territorio

La ricerca indaga la praticabilità di uno sviluppo urbano a crescita zero quale risposta al consumo di territorio ed allo sprawl urbano. Con ciò si intende il soddisfacimento del fabbisogno abitativo di un determinato arco temporale all'interno del tessuto urbano consolidato, operando tramite la densificazione della città, costruendo all'interno dei vuoti urbani e degli spazi di risulta, ed evitando di consumare ulteriore terreno agricolo. Lo studio viene declinato prendendo ad oggetto dell'analisi la città di Faenza e come orizzonte temporale il 2032. Il tema prevalente della ricerca riguarda la destinazione residenziale che, in base al principio della mixitè, viene portata anche nelle aree produttive e artigianali nel tentativo di contrastare la monofunzionalità dei settori urbani. Calcolate le quantità edilizie necessarie a soddisfare le esigenze abitative previste, sono stati ipotizzati numerosi interventi all'interno di alcuni tra i vuoti precedentemente catalogati; i progetti sono compresi all'interno di comparti per cui sono definite le diverse destinazioni d'uso in percentuali differenti a seconda della situazione urbana in cui sono inseriti. Di tutti gli interventi proposti, ne sono stati estratti due, localizzati in aree analoghe per vocazione e caratteristiche. Su questi si è effettuato un approfondimento progettuale alla scala architettonica quale verifica delle possibilità offerte dall'approccio urbanistico che ha guidato il masterplan.

The prediction of flash evaporation in superheated fuel injections for automotive applications

In gasoline Port Fuel Injection (PFI) and Direct Injection (GDI) internal combustion engines, the liquid fuel might be injected into a gaseous ambient in a superheated state, resulting in flash boiling of the fuel. The importance to investigate and predict such a process is due to the influence it has on the liquid fuel atomization and vaporization and thus on combustion, with direct implications on engine performances and exhaust gas emissions. The topic of the present PhD research involves the numerical analysis of the behaviour of the superheated fuel during the injection process, in high pressure injection systems like the ones equipping GDI engines. Particular emphasis is on the investigation of the effects of the fuel superheating degree on atomization dynamics and spray characteristics. The present work is a look at the flash evaporation and flash boiling modeling, from an engineering point of view, addressed to keep the complex physics involved as simple as possible, however capturing the main characteristics of a superheated fuel injection.

Flash floods and their effects on the development in El-Qaá plain area in South Sinai, Egypt

The arid regions are dominated to a much larger degree than humid regions by major catastrophic events. Although most of Egypt lies within the great hot desert belt; it experiences especially in the north some torrential rainfall, which causes flash floods all over Sinai Peninsula. Flash floods in hot deserts are characterized by high velocity and low duration with a sharp discharge peak. Large sediment loads may be carried by floods threatening fields and settlements in the wadis and even people who are living there. The extreme spottiness of rare heavy rainfall, well known to desert people everywhere, precludes any efficient forecasting. Thus, although the limitation of data still reflects pre-satellite methods, chances of developing a warning system for floods in the desert seem remote. The relatively short flood-to-peak interval, a characteristic of desert floods, presents an additional impediment to the efficient use of warning systems. The present thesis contains introduction and five chapters, chapter one points out the physical settings of the study area. There are the geological settings such as outcrop lithology of the study area and the deposits. The alluvial deposits of Wadi Moreikh had been analyzed using OSL dating to know deposits and palaeoclimatic conditions. The chapter points out as well the stratigraphy and the structure geology containing main faults and folds. In addition, it manifests the pesent climate conditions such as temperature, humidity, wind and evaporation. Besides, it presents type of soils and natural vegetation cover of the study area using unsupervised classification for ETM+ images. Chapter two points out the morphometric analysis of the main basins and their drainage network in the study area. It is divided into three parts: The first part manifests the morphometric analysis of the drainage networks which had been extracted from two main sources, topographic maps and DEM images. Basins and drainage networks are considered as major influencing factors on the flash floods; Most of elements were studied which affect the network such as stream order, bifurcation ratio, stream lengths, stream frequency, drainage density, and drainage patterns. The second part of this chapter shows the morphometric analysis of basins such as area, dimensions, shape and surface. Whereas, the third part points the morphometric analysis of alluvial fans which form most of El-Qaá plain. Chapter three manifests the surface runoff through rainfall and losses analysis. The main subject in this chapter is rainfall which has been studied in detail; it is the main reason for runoff. Therefore, all rainfall characteristics are regarded here such as rainfall types, distribution, rainfall intensity, duration, frequency, and the relationship between rainfall and runoff. While the second part of this chapter concerns with water losses estimation by evaporation and infiltration which are together the main losses with direct effect on the high of runoff. Finally, chapter three points out the factors influencing desert runoff and runoff generation mechanism. Chapter four is concerned with assessment of flood hazard, it is important to estimate runoff and tocreate a map of affected areas. Therefore, the chapter consists of four main parts; first part manifests the runoff estimation, the different methods to estimate runoff and its variables such as runoff coefficient lag time, time of concentration, runoff volume, and frequency analysis of flash flood. While the second part points out the extreme event analysis. The third part shows the map of affected areas for every basin and the flash floods degrees. In this point, it has been depending on the DEM to extract the drainage networks and to determine the main streams which are normally more dangerous than others. Finally, part four presets the risk zone map of total study area which is of high inerest for planning activities. Chapter five as the last chapter concerns with flash flood Hazard mitigation. It consists of three main parts. First flood prediction and the method which can be used to predict and forecast the flood. The second part aims to determine the best methods which can be helpful to mitigate flood hazard in the arid zone and especially the study area. Whereas, the third part points out the development perspective for the study area indicating the suitable places in El-Qaá plain for using in economic activities.

Calibrazione di un rilevatore gamma con un flash adc e il software di acquisizione dati dell'esperimento atlas

La tesi descrive lo sviluppo di un pezzo di software di acquisizione dati per l'esperimento LUCID di ATLAS al CERN che viene testato nella calibrazione di due rivelatori inorganici cristallini allo ioduro di sodio

Simulazioni realistiche di algoritmi di Crowd Steering

La simulazione realistica del movimento di pedoni riveste una notevole importanza nei mondi dell'architettonica e della sicurezza (si pensi ad esempio all'evacuazione di ambienti), nell'industria dell'entertainment e in molti altri ambiti, importanza che è aumentata negli ultimi anni. Obiettivo di questo lavoro è l'analisi di un modello di pedone esistente e l'applicazione ad esso di algoritmi di guida, l'implementazione di un modello più realistico e la realizzazione di simulazioni con particolare attenzione alla scalabilità. Per la simulazione è stato utilizzato il framework Alchemist, sviluppato all'interno del laboratorio di ricerca APICe, realizzando inoltre alcune estensioni che potranno essere inglobate nel pacchetto di distribuzione del sistema stesso. I test effettuati sugli algoritmi presi in esame evidenziano un buon guadagno in termini di tempo in ambienti affollati e il nuovo modello di pedone risulta avere un maggiore realismo rispetto a quello già esistente, oltre a superarne alcuni limiti evidenziati durante i test e ad essere facilmente estensibile.

Timing attack di Paul C. Kocher: attacco al sistema di sicurezza RSA mediante strumenti di statistica

In questa tesi ho voluto descrivere il Timing Attack al sistema crittografico RSA, il suo funzionamento, la teoria su cui si basa, i suoi punti di forza e i punti deboli. Questo particolare tipo di attacco informatico fu presentato per la prima volta da Paul C. Kocher nel 1996 all’“RSA Data Security and CRYPTO conferences”. Nel suo articolo “Timing Attacks on Implementations of Diffie-Hellman, RSA, DSS, and Other Systems” l’autore svela una nuova possibile falla nel sistema RSA, che non dipende da debolezze del crittosistema puramente matematiche, ma da un aspetto su cui nessuno prima di allora si era mai soffermato: il tempo di esecuzione delle operazioni crittografiche. Il concetto è tanto semplice quanto geniale: ogni operazione in un computer ha una certa durata. Le variazioni dei tempi impiegati per svolgere le operazioni dal computer infatti, necessariamente dipendono dal tipo di algoritmo e quindi dalle chiavi private e dal particolare input che si è fornito. In questo modo, misurando le variazioni di tempo e usando solamente strumenti statistici, Kocher mostra che è possibile ottenere informazioni sull’implementazione del crittosistema e quindi forzare RSA e altri sistemi di sicurezza, senza neppure andare a toccare l’aspetto matematico dell’algoritmo. Di centrale importanza per questa teoria diventa quindi la statistica. Questo perché entrano in gioco molte variabili che possono influire sul tempo di calcolo nella fase di decifrazione: - La progettazione del sistema crittografico - Quanto impiega la CPU ad eseguire il processo - L’algoritmo utilizzato e il tipo di implementazione - La precisione delle misurazioni - Ecc. Per avere più possibilità di successo nell’attaccare il sistema occorre quindi fare prove ripetute utilizzando la stessa chiave e input differenti per effettuare analisi di correlazione statistica delle informazioni di temporizzazione, fino al punto di recuperare completamente la chiave privata. Ecco cosa asserisce Kocher: “Against a vulnerable system, the attack is computationally inexpensive and often requires only known ciphertext.”, cioè, contro sistemi vulnerabili, l’attacco è computazionalmente poco costoso e spesso richiede solo di conoscere testi cifrati e di ottenere i tempi necessari per la loro decifrazione.

Ict security: Testing methodology for targeted attack defence tools

La tesi di laurea presentata si inserisce nell’ampio contesto della Sicurezza Informatica, in particolare tratta il problema del testing dei sistemi di sicurezza concepiti per contrapporsi alle odierne minacce: gli attacchi mirati (Targeted Attacks) ed in generale le minacce avanzate persistenti (Advanced Persistent Threats). Il principale obiettivo del lavoro svolto è lo sviluppo e la discussione di una metodologia di test per sistemi di sicurezza focalizzati su questo genere di problemi. Le linee guida proposte hanno lo scopo di aiutare a colmare il divario tra quello che viene testato e quello che in realt`a deve essere affrontato realmente. Le attività svolte durante la preparazione della tesi sono state sia di tipo teorico, per quanto concerne lo sviluppo di una metodologia per affrontare al meglio il testing di sistemi di sicurezza a fronte di attacchi mirati, che ne di tipo sperimentale in quanto si sono utilizzati tali concetti per lo svolgimento di test su più strumenti di difesa in uno scenario d’interesse reale.

Investigating the Effects of Various Crowd Characteristics on the Dynamic Properties of an Occupied Structure

One of the challenges for structural engineers during design is considering how the structure will respond to crowd-induced dynamic loading. It has been shown that human occupants of a structure do not simply add mass to the system when considering the overall dynamic response of the system, but interact with it and may induce changes of the dynamic properties from those of the empty structure. This study presents an investigation into the human-structure interaction based on several crowd characteristics and their effect on the dynamic properties of an empty structure. The dynamic properties including frequency, damping, and mode shapes were estimated for a single test structure by means of experimental modal analysis techniques. The same techniques were utilized to estimate the dynamic properties when the test structure was occupied by a crowd with different combinations of size, posture, and distribution. The goal of this study is to isolate the occupant characteristics in order to determine the significance of each to be considered when designing new structures to avoid crowd serviceability issues. The results are presented and summarized based on the level of influence of each characteristic. The posture that produces the most significant effects based on the scope of this research is standing with bent knees with a maximum decrease in frequency of the first mode of the empty structure by 32 percent atthe highest mass ratio. The associated damping also increased 36 times the damping of the empty structure. In addition to the analysis of the experimental data, finite element models and a two degree-of-freedom model were created. These models were used to gain an understanding of the test structure, model a crowd as an equivalent mass, and also to develop a single degree-of-freedom (SDOF) model to best represent a crowd of occupants based on the experimental results. The SDOF models created had an averagefrequency of 5.0 Hz, within the range presented in existing biomechanics research, and combined SDOF systems of the test structure and crowd were able to reproduce the frequency and damping ratios associated with experimental tests. Results of this study confirmed the existence of human-structure interaction andthe inability to simply model a crowd as only additional mass. The two degree-offreedom model determined was able to predict the change in natural frequency and damping ratio for a structure occupied by multiple group sizes in a single posture. These results and model are the preliminary steps in the development of an appropriate methodfor modeling a crowd in combination with a more complex FE model of the empty structure.

Copeptin and risk stratification in patients with ischemic stroke and transient ischemic attack: The CoRisk Study

RATIONALE: Copeptin independently predicts functional outcome and mortality at 90 days and one-year after ischemic stroke. In patients with transient ischemic attack, elevated copeptin values indicate an increased risk of further cerebrovascular events. AIMS: The Copeptin Risk Stratification (CoRisk) study aims to validate the predictive value of copeptin in patients with ischemic stroke and transient ischemic attack. In patients with ischemic stroke, the CoRisk study aims to further explore the effect of treatment (i.e. thrombolysis) on the predictive value of copeptin. DESIGN: Prospective observational multicenter study analyzing three groups of patients, i.e. patients with ischemic stroke treated with and without thrombolysis and patients with transient ischemic attack. OUTCOMES: Primary end-point: In patients with ischemic stroke, the primary end-point includes disability (modified Rankin scale from 3 to 5) and mortality (modified Rankin scale 6) at three-months after stroke. In patients with transient ischemic attack, the primary end-point is a recurrent ischemic cerebrovascular event (i.e. ischemic stroke or recurrent transient ischemic attack). Secondary end-point: In patients with ischemic stroke, the secondary end-points include in-house complications (i.e. symptomatic intracerebral hemorrhage, malignant edema, aspiration pneumonia or seizures during hospitalization, and in-house mortality).

Sleep-disordered breathing in acute ischemic stroke and transient ischemic attack: effects on short- and long-term outcome and efficacy of treatment with continuous positive airways pressure - rationale and design of the SAS CARE study

Sleep-disordered breathing represents a risk factor for cardiovascular morbidity and mortality and negatively affects short-term and long-term outcome after an ischemic stroke or transient ischemic attack. The effect of continuous positive airways pressure in patients with sleep-disordered breathing and acute cerebrovascular event is poorly known. The SAS CARE 1 study assesses the effects of sleep-disordered breathing on clinical evolution, vascular functions, and markers within the first three-months after an acute cerebrovascular event. The SAS CARE 2 assesses the effect of continuous positive airways pressure on clinical evolution, cardiovascular events, and mortality as well as vascular functions and markers at 12 and 24 months after acute cerebrovascular event.

[Management of transient ischemic attack (TIA) and acute stroke]

Patients with a transient ischemic attack and an acute stroke need urgent investigations and therapy in a stroke unit. Immediate investigation of the etiology and early secondary prevention measures reduce the likelihood of recurrent and other vascular events. In selected stroke patients intravenous thrombolysis and/or endovascular therapies lead to a significant reduction of long term disabilities.