22 resultados para substructuring
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This work presents a program for simulations of vehicle-track and vehicle-trackstructure dynamic interaction . The method used is computationally efficient in the sense that a reduced number of coordinates is sufficient and doesn’t require high efficiency computers. The method proposes a modal substructuring approach of the system by modelling rails , sleepers and underlying structure with modal coordinates, the vehicle with physical lumped elements coordinates and by introducing interconnection elements between these structures (wheel-rail contact, railpads and ballast) by means of their interaction forces. The Frequency response function (FRF) is also calculated for both cases of track over a structure (a bridge, a viaduct ...) and for the simple vehicle-track program; for each case the vehicle effect on the FRF is then analyzed through the comparison of the FRFs obtained introducing or not a simplified vehicle on the system.
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In the recent decade, the request for structural health monitoring expertise increased exponentially in the United States. The aging issues that most of the transportation structures are experiencing can put in serious jeopardy the economic system of a region as well as of a country. At the same time, the monitoring of structures is a central topic of discussion in Europe, where the preservation of historical buildings has been addressed over the last four centuries. More recently, various concerns arose about security performance of civil structures after tragic events such the 9/11 or the 2011 Japan earthquake: engineers looks for a design able to resist exceptional loadings due to earthquakes, hurricanes and terrorist attacks. After events of such a kind, the assessment of the remaining life of the structure is at least as important as the initial performance design. Consequently, it appears very clear that the introduction of reliable and accessible damage assessment techniques is crucial for the localization of issues and for a correct and immediate rehabilitation. The System Identification is a branch of the more general Control Theory. In Civil Engineering, this field addresses the techniques needed to find mechanical characteristics as the stiffness or the mass starting from the signals captured by sensors. The objective of the Dynamic Structural Identification (DSI) is to define, starting from experimental measurements, the modal fundamental parameters of a generic structure in order to characterize, via a mathematical model, the dynamic behavior. The knowledge of these parameters is helpful in the Model Updating procedure, that permits to define corrected theoretical models through experimental validation. The main aim of this technique is to minimize the differences between the theoretical model results and in situ measurements of dynamic data. Therefore, the new model becomes a very effective control practice when it comes to rehabilitation of structures or damage assessment. The instrumentation of a whole structure is an unfeasible procedure sometimes because of the high cost involved or, sometimes, because it’s not possible to physically reach each point of the structure. Therefore, numerous scholars have been trying to address this problem. In general two are the main involved methods. Since the limited number of sensors, in a first case, it’s possible to gather time histories only for some locations, then to move the instruments to another location and replay the procedure. Otherwise, if the number of sensors is enough and the structure does not present a complicate geometry, it’s usually sufficient to detect only the principal first modes. This two problems are well presented in the works of Balsamo [1] for the application to a simple system and Jun [2] for the analysis of system with a limited number of sensors. Once the system identification has been carried, it is possible to access the actual system characteristics. A frequent practice is to create an updated FEM model and assess whether the structure fulfills or not the requested functions. Once again the objective of this work is to present a general methodology to analyze big structure using a limited number of instrumentation and at the same time, obtaining the most information about an identified structure without recalling methodologies of difficult interpretation. A general framework of the state space identification procedure via OKID/ERA algorithm is developed and implemented in Matlab. Then, some simple examples are proposed to highlight the principal characteristics and advantage of this methodology. A new algebraic manipulation for a prolific use of substructuring results is developed and implemented.
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When a suspect's DNA profile is admitted into court as a match to evidence the probability of the perpetrator being another individual must be calculated from database allele frequencies. The two methods used for this calculation are phenotypic frequency and likelihood ratio. Neither of these calculations takes into account substructuring within populations. In these substructured populations the frequency of homozygotes increases and that of heterozygotes usually decreases. The departure from Hardy- Weinberg expectation in a sample population can be estimated using Sewall Wright's Fst statistic. Fst values were calculated in four populations of African descent by comparing allele frequencies at three short tandem repeat loci. This was done by amplifying the three loci in each sample using the Polymerase Chain Reaction and separating these fragments using polyacrylamide gel electrophoresis. The gels were then silver stained and autoradiograms taken, from which allele frequencies were estimated. Fst values averaged 0.007+- 0.005 within populations of African descent and 0.02+- 0.01 between white and black populations.
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Trabalho de Dissertação de Natureza Científica para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Estruturas
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The white Barn Owl subspecies (Tyto alba alba) is found in southern Europe and the reddish-brown subspecies (T a. guttata) in northern and eastern Europe. In central Europe, the two subspecies interbreed producing a large range of phenotypic variants. Because of the different ratios of the subspecies in different geographic regions, we predict that genetic variation should be greater in Switzerland than in Hungary. We tested this hypothesis by measuring genetic variation with the RAPD method. As predicted, the genetic differentiation within a Swiss population of Barn Owls was significantly greater than the variation within a Hungarian population. This suggests that gene flow is greater in central Europe than at the eastern limit of the Barn Owl distribution in Hungary. In both countries genetic variation was more pronounced in females than in males. As in other birds, this is probably because female Barn Owls are less philopatric than males. The number of migrants between Hungary and Switzerland is ca. 1 individual per generation; if calculated separately for the sexes, then 0.525 for males and ca. I for females (Nm values). The difference in the number of migrants between genders again is likely a consequence of higher male philopatry. The sexual differentiation is greater in the Swiss population than in the Hungarian and the genetic substructuring of the populations of the species is substantial. The reason for the considerable population substructuring could be the nonmigratory behavior and socially monogamous pairing of the species, as well as the geographical barriers (Alps) between the populations examined.
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Työn tavoitteena oli tuottaa rakenteellisen jouston huomioiva monikappaledynmiikan simulointiohjelma Matlab-ympäristöön. Rakenteellinen jousto huomioitiin kelluvan koordinaatiston menetelmällä ja joustavuutta kuvaavat muodot ratkaistiin elementtimenetelmällä. Tehdyn ohjelman avulla voidaan koostaa joustavista kappaleista koostuvia avaruusmekanismeja ja tutkia niiden dynaamista käyttäytymistä. Simulointitulosta verrattiin kaupallisen ohjelmiston tuottamaan tulokseen. Työssä havaittiin, että kelluvan koordinaatiston menetelmä on käyttökelpoinen reaaliaikaiseen simulointiin. Työssä toteutetun ohjelman tulokset vastasivat kaupallisen simulointiohjelman tuloksia.
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This paper applies the Multi-Harmonic Nonlinear Receptance Coupling Approach (MUHANORCA) (Ferreira 1998) to evaluate the frequency response characteristics of a beam which is clamped at one end and supported at the other end by a nonlinear cubic stiffness joint. In order to apply the substructure coupling technique, the problem was characterised by coupling a clamped linear beam with a nonlinear cubic stiffness joint. The experimental results were obtained by a sinusoidal excitation with a special force control algorithm where the level of the fundamental force is kept constant and the level of the harmonics is kept zero for all the frequencies measured.
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In dieser Arbeit werden nichtüberlappende Gebietszerlegungsmethoden einerseits hinsichtlich der zu lösenden Problemklassen verallgemeinert und andererseits in bisher nicht untersuchten Kontexten betrachtet. Dabei stehen funktionalanalytische Untersuchungen zur Wohldefiniertheit, eindeutigen Lösbarkeit und Konvergenz im Vordergrund. Im ersten Teil werden lineare elliptische Dirichlet-Randwertprobleme behandelt, wobei neben Problemen mit dominantem Hauptteil auch solche mit singulärer Störung desselben, wie konvektions- oder reaktionsdominante Probleme zugelassen sind. Der zweite Teil befasst sich mit (gleichmäßig) monotonen koerziven quasilinearen elliptischen Dirichlet-Randwertproblemen. In beiden Fällen wird das Lipschitz-Gebiet in endlich viele Lipschitz-Teilgebiete zerlegt, wobei insbesondere Kreuzungspunkte und Teilgebiete ohne Außenrand zugelassen sind. Anschließend werden Transmissionsprobleme mit frei wählbaren $L^{\infty}$-Parameterfunktionen hergeleitet, wobei die Konormalenableitungen als Funktionale auf geeigneten Funktionenräumen über den Teilrändern ($H_{00}^{1/2}(\Gamma)$) interpretiert werden. Die iterative Lösung dieser Transmissionsprobleme mit einem Ansatz von Deng führt auf eine Substrukturierungsmethode mit Robin-artigen Transmissionsbedingungen, bei der eine Auswertung der Konormalenableitungen aufgrund einer geschickten Aufdatierung der Robin-Daten nicht notwendig ist (insbesondere ist die bekannte Robin-Robin-Methode von Lions als Spezialfall enthalten). Die Konvergenz bezüglich einer partitionierten $H^1$-Norm wird für beide Problemklassen gezeigt. Dabei werden keine über $H^1$ hinausgehende Regularitätsforderungen an die Lösungen gestellt und die Gebiete müssen keine zusätzlichen Glattheitsvoraussetzungen erfüllen. Im letzten Kapitel werden nichtmonotone koerzive quasilineare Probleme untersucht, wobei das Zugrunde liegende Gebiet nur in zwei Lipschitz-Teilgebiete zerlegt sein soll. Das zugehörige nichtlineare Transmissionsproblem wird durch Kirchhoff-Transformation in lineare Teilprobleme mit nichtlinearen Kopplungsbedingungen überführt. Ein optimierungsbasierter Lösungsansatz, welcher einen geeigneten Abstand der rücktransformierten Dirichlet-Daten der linearen Teilprobleme auf den Teilrändern minimiert, führt auf ein optimales Kontrollproblem. Die dabei entstehenden regularisierten freien Minimierungsprobleme werden mit Hilfe eines Gradientenverfahrens unter minimalen Glattheitsforderungen an die Nichtlinearitäten gelöst. Unter zusätzlichen Glattheitsvoraussetzungen an die Nichtlinearitäten und weiteren technischen Voraussetzungen an die Lösung des quasilinearen Ausgangsproblems, kann zudem die quadratische Konvergenz des Newton-Verfahrens gesichert werden.
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L'estudi de la diversitat i la diferenciació genètiques de les poblacions de truita comuna (Salmo trutta L.) a la Península Ibèrica ha confirmat l'elevada diferenciació observada en treballs previs i la divergència, ja descrita, entre les poblacions de la vessant atlàntica i la mediterrània. El resultats obtinguts, però, ens permeten observar patrons d'estructura poblacional tant en les poblacions atlàntiques com les mediterrànies. A l'Atlàntic s'observa un marcat patró hidrogràfic en la distribució de la diferenciació genètica, que contrasta fortament amb la distribució d'aquesta diferenciació en les poblacions mediterrànies, caracteritzades pels contactes secundaris entre llinatges durant les expansions pleniglacials i una forta divergència local conseqüència de la seva marginalitat i aïllament en els períodes interglacials. El manteniment d'aquesta diferenciació i individualitat descrites en les poblacions de truita de la Península, es veu seriosament compromès per les contínues repoblacions dels rius amb exemplars exògens d'origen nord europeu. La substitució dels genomes autòctons per la introducció de gens al.lòctons provoca una erosió dels patrimonis genètics natius i una homogeneïtzació de les poblacions, destruint els patrons de diferenciació existents. Al mateix temps, els nostres resultats indiquen que les conseqüències de les repoblacions no són sempre les mateixes. Concretament, es constata un fracàs de les repoblacions en rius intensament repoblats i sotmesos a pesca intensiva, que contrasta amb una enorme erosió de les poblacions quan les repoblacions s'efectuen sobre àrees protegides i sense cap mena de pressió pesquera. Això suggereix que múltiples factors com la gestió dels rius posterior a les repoblacions, l'estat de les poblacions o les condicions de l'hàbitat són determinants de la introducció efectiva dels exemplars alliberats; fet que dificulta la predicció sobre actuacions particulars. Malgrat aquesta introgressió de gens exògens que es detecta en moltes de les poblacions analitzades, els gens natius predominen en gairebé tots els rius de la Península. La conservació d'aquesta elevada riquesa genètica que encara resta en les poblacions de truita de la Península Ibèrica ha de ser l'objectiu final de qualsevol programa de gestió. Per això, defensem una gestió basada en el propi riu mitjançant una pesca sostinguda per la reproducció natural de les poblacions salvatges, acompanyada d'una millora i recuperació d'hàbitats adequats per la truita, i evitant, per sobre de tot, la introducció en els rius d'exemplars exògens, degut als efectes nocius i incontrolables que comporta aquest procés.
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We characterised a set of nine polymorphic microsatellite loci for Pleistodontes imperialis sp. 1, the pollinator wasp of Port Jackson fig (Ficus rubiginosa) in south-eastern Australia. Characterisation was performed on 30 female individuals collected from a population in Sydney, Australia. The average number of alleles per locus was 7.33, and eight loci were not in Hardy–Weinberg equilibrium. This was expected as fig wasps are known to be highly inbred. A test of genetic differentiation between two natural populations of P. imperialis sp. 1 (Sydney and Newcastle, Australia – some 120 km apart) yielded a very low FST value of 0.012, suggesting considerable gene flow. Bayesian clustering analysis using TESS 2.3.1, which does not assume Hardy–Weinberg equilibrium, however, indicated potential spatial substructuring between the Sydney and Newcastle populations, as well as within the Sydney population. The described loci were also characterised for two other species in the P. imperialis complex: P. imperialis sp. 2 (Townsville, Australia) and P. imperialis sp. 4 (Brisbane, Australia). Seven and six of the nine loci were polymorphic for P. imperialis sp. 2 and P.imperialis sp. 4, respectively.
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ABSTRACT: The present study focus on the mitochondrial control region to investigate phylogeographic patterns and population structure in Lutjanus purpureus, and to evaluate the genetic similarity between L. purpureus and L. campechanus. For the initial analysis, 810 base pairs sequence from control region were obtained from 239 specimens of L. purpureus collected from four localities off the Brazilian coast. The results revealed the presence of a single panmictic population characterized by high values of genetic diversity. The 299 base pairs hypervariable portion were used for the combined analysis of L. purpureus and L. campechanus, being 275 haplotypes identified in the 414 specimens. Phylogenetic tree and haplotype network did not indicate phylogeographic substructuring between the two species, but rather an intense intermingling of individuals. Considering their marked morphological similarity, the molecular data presented here indicatethat only one species of red snapper exists in the western Atlantic.
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O Soldadinho-do-araripe – Antilophia bokermanni (Passeriformes, Pipridae) é atualmente o membro mais ameaçado de extinção de sua família, sendo classificado como “criticamente em perigo”. Com uma população estimada em somente 800 indivíduos, está espécie é endêmica de uma pequena área (aproximadamente 30 km²) de floresta úmida de encosta da Chapada do Araripe no nordeste do Brasil. A urgente necessidade de implementação de um programa de conservação efetivo para o Soldadinho-do-araripe tem estimulado muitas pesquisas com diversos aspectos de sua biologia. No presente estudo, nós examinamos variações nas seqüências de segmentos do mtDNA e ncDNA em representantes de A. bokermanni e A. galeata. As análises mostraram nenhuma evidência para subestruturamento populacional e também de história de expansão populacional para A. bokermanni. Sua variabilidade genética é ligeiramente menor quando comparada com a sua espécie-irmã, mas suas similaridades indicam um recente processo de separação, indicado pela retenção de polimorfismo ancestral (separação incompleta de linhagens) em todos os marcadores. Nós também não encontramos nenhuma associação entre variação de plumagem e variações nucleotídicas do gene MC1R no gênero Antilophia. Este estudo representa uma contribuição da genética para o Plano de Conservação do Soldadinho-do-araripe (Antilophia bokermanni).
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ABSTRACT: Soroprevalence for Hepatitis C virus is reported as 2.12% in Northern Brazil, with about 50% of the patients exhibiting a sustained virological response (SVR). Aiming to associate polymorphisms in Killer Cell Immunoglobulin-like Receptors (KIR) with chronic hepatitis C and therapy responses we investigated 125 chronic patients and 345 controls. Additionally, 48 ancestry markers were genotyped to control for population stratification. The frequency of the KIR2DL2 and KIR2DL2+HLA-CAsp80 gene and ligand was higher in chronic infected patients than in controls (p < 0.0009, OR = 3.4; p = 0.001, OR = 3.45). In fact, KIR2DL3 is a weaker inhibitor of NK activity than KIR2DL2, which could explain the association of KIR2DL2 with chronic infection. Moreover, KIR2DS2 and KIR2DS2+HLA-CAsp80 (p < 0.0001, OR = 2.51; p = 0.0084, OR = 2.62) and KIR2DS3 (p < 0.0001; OR = 2.57) were associated with chronic infection, independently from KIR2DL2. No differences in ancestry composition were observed between control and patients, even with respect to therapy response groups. The allelic profile KIR2DL2/KIR2DS2/KIR2DS3 was associated with the chronic hepatitis C (p < 0.0001; OR = 3). Furthermore, the patients also showed a higher mean number of activating genes and a lower frequency of the homozygous AA profile, which is likely secondary to the association with non-AA and/or activating genes. In addition, the KIR2DS5 allele was associated with SVR (p = 0.0261; OR = 0.184).The ancestry analysis of samples ruled out any effects of population substructuring and did not evidence interethnic differences in therapy response, as suggested in previous studies.
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Câncer é definido como uma doença multifatorial, resultante de interações complexas entre fatores extrínsecos e intrínsecos. Dentre os principais fatores intrínsecos estão as alterações genéticas e/ou epigenéticas, em genes envolvidos no processo carcinogênico. A identificação e caracterização destes genes podem proporcionar uma melhor compreensão das bases moleculares da doença. Dada a importância de alterações nos genes XRCC1, MRHFR e EGFR em diversas vias pro-carcinogênicas, é de fundamental importância investigar os efeitos funcionais de polimorfismos moleculares nesses genes e suas consequências na suscetibilidade ao câncer. Assim, o objetivo deste estudo foi identificar possíveis associações entre os polimorfismos de nucleotídeo único (SNPs) Arg194Trp (XRCC1) e Ala222Val (MTHFR) e Arg521Lys (EGFR) com o desenvolvimento do câncer gástrico e mamário, na população de Belém-PA, em um estudo caso-controle. Além disso, o controle genômico da ancestralidade foi realizado pra evitar resultados e/ou interpretações espúrias decorrentes da subestruturação populacional entre os grupos investigados. A análise molecular dos SNPs foi realizada por TaqMan. As análises estatísticas foram realizadas através do programa SPSS v.20 e as relativas à subestruturação populacional pelo programa STRUCTURE v 2.2. Em relação aos polimorfismos Arg194Trp, Ala222Val não foi observada nenhuma associação significativa com a susceptibilidade aos tumores gástrico e mamário (P > 0,05). Para ao polimorfismo Arg521Lys, em um primeiro momento (análise univariada), um efeito significativo para a suscetibilidade aos cânceres investigados, foi encontrado (P = 0,037). Contudo, após o controle genômico pelas ancestralidades africana e europeia, esse resultado se revelou espúrio (P = 0,064). Em relação às ancestralidades, nossos resultados evidenciaram uma forte associação da ancestralidade africana com a suscetibilidade aos cânceres gástrico e mamário (P = 0,010; OR = 76,723; IC 95% = 2,805 – 2098,230) em quanto que para indivíduos com uma maior contribuição europeia, um efeito de proteção foi encontrado (P = 0,024; OR = 0,071; IC 95% = 0,007 – 0,703). Em conclusão, os resultados deste estudo apresentam evidencias de que as ancestralidades genômicas africana e europeia são importantes fatores relacionados à susceptibilidade as neoplasias gástrica e mamaria. Em relação ao polimorfismo Arg521Lys, estudos adicionais serão necessários para confirmar se a associação com a suscetibilidade ao câncer é realmente espúria.
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[EN]This Ph. D. thesis presents a simple and stable procedure for the estimation of periods and dampings of pile shear buildings taking soil-structure interaction into account. The coupled-system response is obtained by using a substructuring model. A boundary element-finite element coupling formulation is used to compute impedances and kinematic interaction factors of the pile group configurations under investigation. The proposed procedure is applied to perform parametric analyses to determine the influence of the main parameters of soil-structure interaction problems on the dynamic response of the superstructure. The scope of this thesis also encompasses the study of foundations including battered piles.