Phenotypic and genotypic features of Aggregatibacter actinomycetemcomitans isolated from patients with periodontal disease

Aggregatibacter actinomycetemcomitans is strongly implicated in the pathogenesis of periodontitis. In this study, the phenotypic and genotypic features of A. actinomycetemcomitans and the presence of genes involved in toxicity were determined. Sixty-five patients with periodontal pocket and 48 healthy subjects were evaluated. Biotyping, adherence and invasion, neuraminidase and biofilm production, presence of capsule and fimbria, as well as the presence of flp-1, apaH, ltx, and cdt genes were determined. Biotype II was the most prevalent. Sixty-six strains were adherent and 33 of them were able to invade KB cells. Sixty strains produced neuraminidase, and 55 strains biofilms. Strains showed capsule but not fimbriae. Forty-six strains were cytotoxic, and most strains harbored the apaH and flp-1 genes. LTX promoter and the ltxA gene were observed in all strains from periodontal patients. The cdtA gene was observed in 50 (71.4%) strains, cdtB in 48 (68.6%) strains, cdtC in 60 (85.7%), and cdtABC in 40 (57.1%) strains. The presence of A. actinomycetemcomitans harboring the cdtC gene from healthy subjects may represent a transitory microorganism in the oral microbiota. More studies are necessary to understand the real role of this microorganism in the pathogenesis of periodontal disease

Optical flow estimation with consistent spatio-temporal coherence models

[EN] In this work we propose a new variational model for the consistent estimation of motion fields. The aim of this work is to develop appropriate spatio-temporal coherence models. In this sense, we propose two main contributions: a nonlinear flow constancy assumption, similar in spirit to the nonlinear brightness constancy assumption, which conveniently relates flow fields at different time instants; and a nonlinear temporal regularization scheme, which complements the spatial regularization and can cope with piecewise continuous motion fields. These contributions pose a congruent variational model since all the energy terms, except the spatial regularization, are based on nonlinear warpings of the flow field. This model is more general than its spatial counterpart, provides more accurate solutions and preserves the continuity of optical flows in time. In the experimental results, we show that the method attains better results and, in particular, it considerably improves the accuracy in the presence of large displacements.

A model and an algebra for semi-structured and full-text queries

The need for a convergence between semi-structured data management and Information Retrieval techniques is manifest to the scientific community. In order to fulfil this growing request, W3C has recently proposed XQuery Full Text, an IR-oriented extension of XQuery. However, the issue of query optimization requires the study of important properties like query equivalence and containment; to this aim, a formal representation of document and queries is needed. The goal of this thesis is to establish such formal background. We define a data model for XML documents and propose an algebra able to represent most of XQuery Full-Text expressions. We show how an XQuery Full-Text expression can be translated into an algebraic expression and how an algebraic expression can be optimized.

Utilizzo metrico di immagini panoramiche satellitari CORONA

CAPITOLO 1 INTRODUZIONE Il lavoro presentato è relativo all’utilizzo a fini metrici di immagini satellitari storiche a geometria panoramica; in particolare sono state elaborate immagini satellitari acquisite dalla piattaforma statunitense CORONA, progettata ed impiegata essenzialmente a scopi militari tra gli anni ’60 e ’70 del secolo scorso, e recentemente soggette ad una declassificazione che ne ha consentito l’accesso anche a scopi ed utenti non militari. Il tema del recupero di immagini aeree e satellitari del passato è di grande interesse per un ampio spettro di applicazioni sul territorio, dall’analisi dello sviluppo urbano o in ambito regionale fino ad indagini specifiche locali relative a siti di interesse archeologico, industriale, ambientale. Esiste infatti un grandissimo patrimonio informativo che potrebbe colmare le lacune della documentazione cartografica, di per sé, per ovvi motivi tecnici ed economici, limitata a rappresentare l’evoluzione territoriale in modo asincrono e sporadico, e con “forzature” e limitazioni nel contenuto informativo legate agli scopi ed alle modalità di rappresentazione delle carte nel corso del tempo e per diversi tipi di applicazioni. L’immagine di tipo fotografico offre una rappresentazione completa, ancorché non soggettiva, dell’esistente e può complementare molto efficacemente il dato cartografico o farne le veci laddove questo non esista. La maggior parte del patrimonio di immagini storiche è certamente legata a voli fotogrammetrici che, a partire dai primi decenni del ‘900, hanno interessato vaste aree dei paesi più avanzati, o regioni di interesse a fini bellici. Accanto a queste, ed ovviamente su periodi più vicini a noi, si collocano le immagini acquisite da piattaforma satellitare, tra le quali rivestono un grande interesse quelle realizzate a scopo di spionaggio militare, essendo ad alta risoluzione geometrica e di ottimo dettaglio. Purtroppo, questo ricco patrimonio è ancora oggi in gran parte inaccessibile, anche se recentemente sono state avviate iniziative per permetterne l’accesso a fini civili, in considerazione anche dell’obsolescenza del dato e della disponibilità di altre e migliori fonti di informazione che il moderno telerilevamento ci propone. L’impiego di immagini storiche, siano esse aeree o satellitari, è nella gran parte dei casi di carattere qualitativo, inteso ad investigare sulla presenza o assenza di oggetti o fenomeni, e di rado assume un carattere metrico ed oggettivo, che richiederebbe tra l’altro la conoscenza di dati tecnici (per esempio il certificato di calibrazione nel caso delle camere aerofotogrammetriche) che sono andati perduti o sono inaccessibili. Va ricordato anche che i mezzi di presa dell’epoca erano spesso soggetti a fenomeni di distorsione ottica o altro tipo di degrado delle immagini che ne rendevano difficile un uso metrico. D’altra parte, un utilizzo metrico di queste immagini consentirebbe di conferire all’analisi del territorio e delle modifiche in esso intercorse anche un significato oggettivo che sarebbe essenziale per diversi scopi: per esempio, per potere effettuare misure su oggetti non più esistenti o per potere confrontare con precisione o co-registrare le immagini storiche con quelle attuali opportunamente georeferenziate. Il caso delle immagini Corona è molto interessante, per una serie di specificità che esse presentano: in primo luogo esse associano ad una alta risoluzione (dimensione del pixel a terra fino a 1.80 metri) una ampia copertura a terra (i fotogrammi di alcune missioni coprono strisce lunghe fino a 250 chilometri). Queste due caratteristiche “derivano” dal principio adottato in fase di acquisizione delle immagini stesse, vale a dire la geometria panoramica scelta appunto perché l’unica che consente di associare le due caratteristiche predette e quindi molto indicata ai fini spionaggio. Inoltre, data la numerosità e la frequenza delle missioni all’interno dell’omonimo programma, le serie storiche di questi fotogrammi permettono una ricostruzione “ricca” e “minuziosa” degli assetti territoriali pregressi, data appunto la maggior quantità di informazioni e l’imparzialità associabili ai prodotti fotografici. Va precisato sin dall’inizio come queste immagini, seppur rappresentino una risorsa “storica” notevole (sono datate fra il 1959 ed il 1972 e coprono regioni moto ampie e di grandissimo interesse per analisi territoriali), siano state molto raramente impiegate a scopi metrici. Ciò è probabilmente imputabile al fatto che il loro trattamento a fini metrici non è affatto semplice per tutta una serie di motivi che saranno evidenziati nei capitoli successivi. La sperimentazione condotta nell’ambito della tesi ha avuto due obiettivi primari, uno generale ed uno più particolare: da un lato il tentativo di valutare in senso lato le potenzialità dell’enorme patrimonio rappresentato da tali immagini (reperibili ad un costo basso in confronto a prodotti simili) e dall’altro l’opportunità di indagare la situazione territoriale locale per una zona della Turchia sud orientale (intorno al sito archeologico di Tilmen Höyük) sulla quale è attivo un progetto condotto dall’Università di Bologna (responsabile scientifico il Prof. Nicolò Marchetti del Dipartimento di Archeologia), a cui il DISTART collabora attivamente dal 2005. L’attività è condotta in collaborazione con l’Università di Istanbul ed il Museo Archeologico di Gaziantep. Questo lavoro si inserisce, inoltre, in un’ottica più ampia di quelle esposta, dello studio cioè a carattere regionale della zona in cui si trovano gli scavi archeologici di Tilmen Höyük; la disponibilità di immagini multitemporali su un ampio intervallo temporale, nonché di tipo multi sensore, con dati multispettrali, doterebbe questo studio di strumenti di conoscenza di altissimo interesse per la caratterizzazione dei cambiamenti intercorsi. Per quanto riguarda l’aspetto più generale, mettere a punto una procedura per il trattamento metrico delle immagini CORONA può rivelarsi utile all’intera comunità che ruota attorno al “mondo” dei GIS e del telerilevamento; come prima ricordato tali immagini (che coprono una superficie di quasi due milioni di chilometri quadrati) rappresentano un patrimonio storico fotografico immenso che potrebbe (e dovrebbe) essere utilizzato sia a scopi archeologici, sia come supporto per lo studio, in ambiente GIS, delle dinamiche territoriali di sviluppo di quelle zone in cui sono scarse o addirittura assenti immagini satellitari dati cartografici pregressi. Il lavoro è stato suddiviso in 6 capitoli, di cui il presente costituisce il primo. Il secondo capitolo è stato dedicato alla descrizione sommaria del progetto spaziale CORONA (progetto statunitense condotto a scopo di fotoricognizione del territorio dell’ex Unione Sovietica e delle aree Mediorientali politicamente correlate ad essa); in questa fase vengono riportate notizie in merito alla nascita e all’evoluzione di tale programma, vengono descritti piuttosto dettagliatamente gli aspetti concernenti le ottiche impiegate e le modalità di acquisizione delle immagini, vengono riportati tutti i riferimenti (storici e non) utili a chi volesse approfondire la conoscenza di questo straordinario programma spaziale. Nel terzo capitolo viene presentata una breve discussione in merito alle immagini panoramiche in generale, vale a dire le modalità di acquisizione, gli aspetti geometrici e prospettici alla base del principio panoramico, i pregi ed i difetti di questo tipo di immagini. Vengono inoltre presentati i diversi metodi rintracciabili in bibliografia per la correzione delle immagini panoramiche e quelli impiegati dai diversi autori (pochi per la verità) che hanno scelto di conferire un significato metrico (quindi quantitativo e non solo qualitativo come è accaduto per lungo tempo) alle immagini CORONA. Il quarto capitolo rappresenta una breve descrizione del sito archeologico di Tilmen Höyuk; collocazione geografica, cronologia delle varie campagne di studio che l’hanno riguardato, monumenti e suppellettili rinvenute nell’area e che hanno reso possibili una ricostruzione virtuale dell’aspetto originario della città ed una più profonda comprensione della situazione delle capitali del Mediterraneo durante il periodo del Bronzo Medio. Il quinto capitolo è dedicato allo “scopo” principe del lavoro affrontato, vale a dire la generazione dell’ortofotomosaico relativo alla zona di cui sopra. Dopo un’introduzione teorica in merito alla produzione di questo tipo di prodotto (procedure e trasformazioni utilizzabili, metodi di interpolazione dei pixel, qualità del DEM utilizzato), vengono presentati e commentati i risultati ottenuti, cercando di evidenziare le correlazioni fra gli stessi e le problematiche di diversa natura incontrate nella redazione di questo lavoro di tesi. Nel sesto ed ultimo capitolo sono contenute le conclusioni in merito al lavoro in questa sede presentato. Nell’appendice A vengono riportate le tabelle dei punti di controllo utilizzati in fase di orientamento esterno dei fotogrammi.

Bioremediation of PAHs - Limitations and soultions

Introduction 1.1 Occurrence of polycyclic aromatic hydrocarbons (PAH) in the environment Worldwide industrial and agricultural developments have released a large number of natural and synthetic hazardous compounds into the environment due to careless waste disposal, illegal waste dumping and accidental spills. As a result, there are numerous sites in the world that require cleanup of soils and groundwater. Polycyclic aromatic hydrocarbons (PAHs) are one of the major groups of these contaminants (Da Silva et al., 2003). PAHs constitute a diverse class of organic compounds consisting of two or more aromatic rings with various structural configurations (Prabhu and Phale, 2003). Being a derivative of benzene, PAHs are thermodynamically stable. In addition, these chemicals tend to adhere to particle surfaces, such as soils, because of their low water solubility and strong hydrophobicity, and this results in greater persistence under natural conditions. This persistence coupled with their potential carcinogenicity makes PAHs problematic environmental contaminants (Cerniglia, 1992; Sutherland, 1992). PAHs are widely found in high concentrations at many industrial sites, particularly those associated with petroleum, gas production and wood preserving industries (Wilson and Jones, 1993). 1.2 Remediation technologies Conventional techniques used for the remediation of soil polluted with organic contaminants include excavation of the contaminated soil and disposal to a landfill or capping - containment - of the contaminated areas of a site. These methods have some drawbacks. The first method simply moves the contamination elsewhere and may create significant risks in the excavation, handling and transport of hazardous material. Additionally, it is very difficult and increasingly expensive to find new landfill sites for the final disposal of the material. The cap and containment method is only an interim solution since the contamination remains on site, requiring monitoring and maintenance of the isolation barriers long into the future, with all the associated costs and potential liability. A better approach than these traditional methods is to completely destroy the pollutants, if possible, or transform them into harmless substances. Some technologies that have been used are high-temperature incineration and various types of chemical decomposition (for example, base-catalyzed dechlorination, UV oxidation). However, these methods have significant disadvantages, principally their technological complexity, high cost , and the lack of public acceptance. Bioremediation, on the contrast, is a promising option for the complete removal and destruction of contaminants. 1.3 Bioremediation of PAH contaminated soil & groundwater Bioremediation is the use of living organisms, primarily microorganisms, to degrade or detoxify hazardous wastes into harmless substances such as carbon dioxide, water and cell biomass Most PAHs are biodegradable unter natural conditions (Da Silva et al., 2003; Meysami and Baheri, 2003) and bioremediation for cleanup of PAH wastes has been extensively studied at both laboratory and commercial levels- It has been implemented at a number of contaminated sites, including the cleanup of the Exxon Valdez oil spill in Prince William Sound, Alaska in 1989, the Mega Borg spill off the Texas coast in 1990 and the Burgan Oil Field, Kuwait in 1994 (Purwaningsih, 2002). Different strategies for PAH bioremediation, such as in situ , ex situ or on site bioremediation were developed in recent years. In situ bioremediation is a technique that is applied to soil and groundwater at the site without removing the contaminated soil or groundwater, based on the provision of optimum conditions for microbiological contaminant breakdown.. Ex situ bioremediation of PAHs, on the other hand, is a technique applied to soil and groundwater which has been removed from the site via excavation (soil) or pumping (water). Hazardous contaminants are converted in controlled bioreactors into harmless compounds in an efficient manner. 1.4 Bioavailability of PAH in the subsurface Frequently, PAH contamination in the environment is occurs as contaminants that are sorbed onto soilparticles rather than in phase (NAPL, non aqueous phase liquids). It is known that the biodegradation rate of most PAHs sorbed onto soil is far lower than rates measured in solution cultures of microorganisms with pure solid pollutants (Alexander and Scow, 1989; Hamaker, 1972). It is generally believed that only that fraction of PAHs dissolved in the solution can be metabolized by microorganisms in soil. The amount of contaminant that can be readily taken up and degraded by microorganisms is defined as bioavailability (Bosma et al., 1997; Maier, 2000). Two phenomena have been suggested to cause the low bioavailability of PAHs in soil (Danielsson, 2000). The first one is strong adsorption of the contaminants to the soil constituents which then leads to very slow release rates of contaminants to the aqueous phase. Sorption is often well correlated with soil organic matter content (Means, 1980) and significantly reduces biodegradation (Manilal and Alexander, 1991). The second phenomenon is slow mass transfer of pollutants, such as pore diffusion in the soil aggregates or diffusion in the organic matter in the soil. The complex set of these physical, chemical and biological processes is schematically illustrated in Figure 1. As shown in Figure 1, biodegradation processes are taking place in the soil solution while diffusion processes occur in the narrow pores in and between soil aggregates (Danielsson, 2000). Seemingly contradictory studies can be found in the literature that indicate the rate and final extent of metabolism may be either lower or higher for sorbed PAHs by soil than those for pure PAHs (Van Loosdrecht et al., 1990). These contrasting results demonstrate that the bioavailability of organic contaminants sorbed onto soil is far from being well understood. Besides bioavailability, there are several other factors influencing the rate and extent of biodegradation of PAHs in soil including microbial population characteristics, physical and chemical properties of PAHs and environmental factors (temperature, moisture, pH, degree of contamination). Figure 1: Schematic diagram showing possible rate-limiting processes during bioremediation of hydrophobic organic contaminants in a contaminated soil-water system (not to scale) (Danielsson, 2000). 1.5 Increasing the bioavailability of PAH in soil Attempts to improve the biodegradation of PAHs in soil by increasing their bioavailability include the use of surfactants , solvents or solubility enhancers.. However, introduction of synthetic surfactant may result in the addition of one more pollutant. (Wang and Brusseau, 1993).A study conducted by Mulder et al. showed that the introduction of hydropropyl-ß-cyclodextrin (HPCD), a well-known PAH solubility enhancer, significantly increased the solubilization of PAHs although it did not improve the biodegradation rate of PAHs (Mulder et al., 1998), indicating that further research is required in order to develop a feasible and efficient remediation method. Enhancing the extent of PAHs mass transfer from the soil phase to the liquid might prove an efficient and environmentally low-risk alternative way of addressing the problem of slow PAH biodegradation in soil.

Indagine sulla presenza di Helicobacter pullorum in allevamenti avicoli italiani

From September 2005 to December 2006, in order to define the prevalence of Helicobacter pullorum in broiler chickens, laying hens and turkey, a total of 365 caecum contents of animals reared in 76 different farms were collected at the slaughterhouse. A caecum content of a ostrich was also sampled. In addition, with the aim of investigating the occurrence of H. pullorum in humans, 151 faeces were collected at the Sant’Orsola-Malpighi University Hospital of Bologna from patients suffering of gastroenteritis. A modified Steele–McDermott membrane filter method was used. Gram-negative curved rod bacteria were preliminary identified as H. pullorum by a PCR assay based on 16S rRNA, then subjected to a RFLP-PCR assay to distinguish between H. pullorum and H. canadensis. One isolate from each farm was randomly selected for phenotypic characterization by biochemical methods and 1D SDSPAGE analysis of whole cell proteins profiles. Minimum Inhibitory Concentration (MIC) for seven different antibiotics were also determined by agar dilution method. Moreover, to examine the intraspecific genomic variability, two strains isolated from 17 different farms were submitted to genotyping by Pulse-Field Gel Electrophoresis (PFGE). In order to assess the molecular basis of fluorquinolone resistance in H. pullorum, gyrA of H. pullorum CIP 104787T was sequenced and nucleotide sequences of the Quinolone Resistance Determining Region (QRDR) of a total of 18 poultry isolates, with different MIC values for ciprofloxacin and nalidixic acid, were compared. According to the PCR and PCR-RFLP results, 306 out of 366 animals examined were positive for H. pullorum (83,6%) and 96,1% of farms resulted infected. All positive samples showed a high number of colonies (>50) phenotipically consistent with H. pullorum on the first isolation media, which suggests that this microrganism, when present, colonizes the poultry caecum at an elevate load. No human sample resulted positive for H. pullorum. The 1D SDS-PAGE whole protein profile analysis showed high similarity among the 74 isolates tested and with the type strain H. pullorum CIP 104787T. Regarding the MIC values, a monomodal distribution was found for ampicillin, chloramphenicol, gentamicin and nalidixic acid, whereas a bimodal trend was noticed for erythromycin, ciprofloxacin and tetracycline (indicating an acquired resistance for these antibiotics). Applying the breakpoints indicated by the CSLI, we may assume that all the H. pullorum tested are sensitive only to gentamicin. The intraspecific genomic variability observed in this study confirm that this species don’t have a clonal population structure, as motioned by other autors. The 2490 bp gyrA gene of H. pullorum CIP104787T with an Open Reading Frame (ORF) encoding a polypeptide of 829 amino acids was for the first time sequenced and characterized. All ciprofloxacin resistant poultry isolates showed ACA®ATA (Thr®Ile) substitution at codon 84 of gyrA corresponding to codons of gyrA 86, 87 and 83 of the Campylobacter jejuni, H. pylori and Escherichia coli, respectively. This substitution was functionally confirmed to be associated with the ciprofloxacin resistant phenotype of poultry isolates. This is the first report of isolation of H. pullorum in turkey and in ostrich, indicating that poultry species are the reservoir of this potential zoonotic microorganisms. In order to understand the potential role as food-borne human pathogen of H. pullorum, further studies must be carried on.

Synthese und Eigenschaften von Tetrastilbenylmethanen und Tristilbenylcarbokationen

Das Ziel dieser Arbeit war die Entwicklung neuartiger organischer Materialien, die eine Absorption im NIR-Bereich besitzen. Zu diesem Zweck wurden höher konjugierte Carbinole und Tetrakis(stilbenyl)methane synthetisiert und aus den Carbinolen mit Trifloressigsäure Carbokationen-Salze hergestellt. Die Darstellung der Oligomeren erfolgte durch eine konvergente Synthesestrategie, bei der die meisten der synthetisierten Vorstufen in mehreren Folgereaktionen eingesetzt werden konnten. Als Schlüsselschritt der Synthesen wurde fast ausschließlich die Horner-Reaktion angewendet. Die Vorteile lagen dabei in der leichten Zugänglichkeit der Edukte, in hohen Produktausbeuten und vor allem in der hohen trans-Selektivität der Reaktion. Die effektiven Konjugationslängen (EKL) der Carbinole und Carbokationen wurden mit Hilfe der Fitfunktion berechnet. Mit zunehmender Ausdehnung des p-Systems wird der HOMO-LUMO Abstand des energieärmsten p-p*- Übergangs geringer und die Absorption zum sichtbaren Bereich hin bathochrom (langwellig) verschoben. Die Substitution mit einem Dialkylamino-Rest bewirkt ebenfalls eine bathochrome Verschiebung der Absorptionsbande.Umgekehrt verhält es sich bei den Carbokationen. Hier absorbieren die dialkylaminosubstituierten Verbindungen bei kürzerer Wellenlänge als die alkoxysubstituierten, da bei der Herstellung der Kationen aus den Carbinolen ,zuerst der Sickstoff als elektronenreichste Stelle protoniert wird. Dabei hat die Menge an zugesetzter Trifluoressigsäure einer entscheidende Einfluß auf die Bildung der Carbokationen aus den Carbinolen (s. Tabele 4-3). Während bei den alkoxysubstituierten Carbinolen das Gleichgewicht zwischen Carbinol und Carbokation schon nach Zusatz von ca 4 % Trifluoressigsäure erreicht ist, benötigt man bei den dialkylaminosubstituierten Carbinolen eine wesentlich höhere Säurekonzentration (10 %) zur vollständigen Protonierung (n = 4). Beiden Systemen ist gemein, daß nach Überschreiten der benötigten Gleichgewichtskonzentration an Trifluoressigsäure, eine Erhöhung der Säuremenge einen Abbau des Chromophos zur Folge hat. Offensichtlich wird dann die Doppelbindung protoniert, ein Vorgang der allerdings reversibel ist und keine Isomerisierungen beinhaltet.E/Z-Isomerisierungen finden allerdings durch Bestrahlungen mit Licht der Wellenlänge l = 366 nm statt. Bei dem Tetrakis(stilbenyl)methan 25a liegt das photostationäre Gleichgewicht bei ca 1/9 (Z/E), bei dem Tris(stilbenyl)methanol 19a liegt es bei 1/7 (Z/E).

Pushover analysis of an existing reinforced concrete bridge:Jamboree Road Overcrossing in Irvine, California

The work for the present thesis started in California, during my semester as an exchange student overseas. California is known worldwide for its seismicity and its effort in the earthquake engineering research field. For this reason, I immediately found interesting the Structural Dynamics Professor, Maria Q. Feng's proposal, to work on a pushover analysis of the existing Jamboree Road Overcrossing bridge. Concrete is a popular building material in California, and for the most part, it serves its functions well. However, concrete is inherently brittle and performs poorly during earthquakes if not reinforced properly. The San Fernando Earthquake of 1971 dramatically demonstrated this characteristic. Shortly thereafter, code writers revised the design provisions for new concrete buildings so to provide adequate ductility to resist strong ground shaking. There remain, nonetheless, millions of square feet of non-ductile concrete buildings in California. The purpose of this work is to perform a Pushover Analysis and compare the results with those of a Nonlinear Time-History Analysis of an existing bridge, located in Southern California. The analyses have been executed through the software OpenSees, the Open System for Earthquake Engineering Simulation. The bridge Jamboree Road Overcrossing is classified as a Standard Ordinary Bridge. In fact, the JRO is a typical three-span continuous cast-in-place prestressed post-tension box-girder. The total length of the bridge is 366 ft., and the height of the two bents are respectively 26,41 ft. and 28,41 ft.. Both the Pushover Analysis and the Nonlinear Time-History Analysis require the use of a model that takes into account for the nonlinearities of the system. In fact, in order to execute nonlinear analyses of highway bridges it is essential to incorporate an accurate model of the material behavior. It has been observed that, after the occurrence of destructive earthquakes, one of the most damaged elements on highway bridges is a column. To evaluate the performance of bridge columns during seismic events an adequate model of the column must be incorporated. Part of the work of the present thesis is, in fact, dedicated to the modeling of bents. Different types of nonlinear element have been studied and modeled, with emphasis on the plasticity zone length determination and location. Furthermore, different models for concrete and steel materials have been considered, and the selection of the parameters that define the constitutive laws of the different materials have been accurate. The work is structured into four chapters, to follow a brief overview of the content. The first chapter introduces the concepts related to capacity design, as the actual philosophy of seismic design. Furthermore, nonlinear analyses both static, pushover, and dynamic, time-history, are presented. The final paragraph concludes with a short description on how to determine the seismic demand at a specific site, according to the latest design criteria in California. The second chapter deals with the formulation of force-based finite elements and the issues regarding the objectivity of the response in nonlinear field. Both concentrated and distributed plasticity elements are discussed into detail. The third chapter presents the existing structure, the software used OpenSees, and the modeling assumptions and issues. The creation of the nonlinear model represents a central part in this work. Nonlinear material constitutive laws, for concrete and reinforcing steel, are discussed into detail; as well as the different scenarios employed in the columns modeling. Finally, the results of the pushover analysis are presented in chapter four. Capacity curves are examined for the different model scenarios used, and failure modes of concrete and steel are discussed. Capacity curve is converted into capacity spectrum and intersected with the design spectrum. In the last paragraph, the results of nonlinear time-history analyses are compared to those of pushover analysis.