Dissertations / Theses on the topic 'Highway 1'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the top 50 dissertations / theses for your research on the topic 'Highway 1.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Browse dissertations / theses on a wide variety of disciplines and organise your bibliography correctly.
Sterritt, Garry. "Probabilistic procedures for lifetime management of reinforced concrete highway bridges." Thesis, Imperial College London, 2000. http://hdl.handle.net/10044/1/63189.
Full textCam, Umut Egemen. "Scour Countermeasure Design For Sequential Viaducts On Ankara - Pozanti Highway." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614171/index.pdf.
Full textLi, Jingjuan. "A methodology for obtaining traffic data input to the NCHRP 1-37A PDG." Online access for everyone, 2005. http://www.dissertations.wsu.edu/Thesis/Summer2005/j%5Fli%5F080205.pdf.
Full textAvsar, Ozgur. "Fragility Based Seismic Vulnerability Assessment Of Ordinary Highway Bridges In Turkey." Phd thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610693/index.pdf.
Full textTerdich, Nicola. "Impact of electrically assisted turbocharging on the transient response of an off-highway diesel engine." Thesis, Imperial College London, 2014. http://hdl.handle.net/10044/1/25395.
Full textCelik, Gozde. "Verification Of Empirically Determined Support Systems Of The Kiliclar Highway Tunnel By Numerical Modelling." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613655/index.pdf.
Full textlar Tunnel on Ankara-Kirikkale Highway, to suggest the appropriate support and excavation systems and verify these suggested support systems via numerical modeling. The length of Kiliç
lar Tunnel is 1110 m. The width of tunnel is 16 m, the height is 10 m and the maximum overburden height is 90 m. Since Ankara-Kirikkale Highway consists of 2x3 lanes, the tunnel is designed as a twin tube tunnel. Kiliç
lar Tunnel is planned to be excavated in Gabbro-Diabase and Serpentinite named as Artova Ophiolite Complex. The rock mass is classified by using RMR, Q and NATM classification systems and support systems are determined by using these classification methods. In addition to empirical approaches, 2D finite element analyses are conducted to check the stabilities of seven sections through the tunnel. Results of those analyses pointed out that the support materials determined empirically (4-6 m long bolt with intervals of 1-2 m, 10-20 cm shotcrete, steel sets (wherever required)) are compatible with those recommended after numerical modelling (4-5 m long bolt with intervals of 1.5-2.0 m, 10-20 cm shotcrete, steel sets for entrance and exit sections). Furthermore, the stabilities of the tunnel portals are also studied by numerical analyses and limit equilibrium analyses. Based on the stability analyses performed for both portals, no slope failure is expected at cut slopes with 1H/3V for forehead and for 1H/2V for side slope.
Erkayaoglu, Mustafa. "Life Cycle Assessment Of Off-highway Trucks And Belt Conveyors For Sustainable Mining." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613630/index.pdf.
Full textCARVALHO, NEWTON FAGUNDES DE. "GEOTECHNICAL CHARACTERISTICS OF THE SOFT CLAY FROM BR 101 HIGHWAY IN SANTA CATARINA." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2000. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1791@1.
Full textO presente trabalho apresenta um estudo sobre a argila mole da rodovia BR 101 em Santa Catarina, no qual são pesquisadas suas características geotécnicas a partir de ensaios de campo e laboratório. Os ensaios de campo realizados foram os de palheta, dilatométricos e de piezocone. O programa experimental de laboratório envolveu ensaios de caracterização, de adensamento e triaxiais consolidados não drenados (CIU). O solo foi caracterizado como argila mole flúvio-marinha, altamente plástica e de coloração cinza clara a escura, com sensibilidade entre baixa e média. Trata-se de um material de alta compressibilidade e baixa resistência. Os ensaios de laboratório complementaram os de campo, havendo concordância de resultados em alguns casos estudados. O ensaio dilatométrico apresentou valores de módulo de deformabilidade unidimensional próximos aos obtidos nos ensaios oedométricos, revelando-se, assim, uma ferramenta adequada à estimativa de recalques. A estimativa do fator de cone (NKT) deve ser tratada de forma cuidadosa, pois tal fator tem grande influência na determinação da resistência não drenada (Su). Esta apresentou valores entre 10 e 25kPa, nos ensaios de campo e triaxiais de laboratório (CIU) realizados nos depósitos de argila mole investigados nesse estudo. Finalmente, ressalta-se a importância dos ensaios de campo para a determinação dos parâmetros geotécnicos das argilas moles, devido à rapidez e maior facilidade para a realização.
The objective of this study is to characterize the soft clay of the BR 101 Highway in Santa Catarina, based on field and laboratory tests. Field tests consisted of vane test (VST), flat dilatometer test (DMT) and piezocone (CPTU). The experimental laboratory program included characterization, consolidation and consolidated undrained triaxial tests (CIU). The soil has been characterized as fluviomarine soft clay, highly plastic, presenting light to dark grey color, and low to medium sensibility. The material has shown high compression rate and low resistance. The laboratory tests have complemented the field investigation. Similar constrained modulus (M) values were obtained both from the dilatometer test and from the conventional consolidation test. Therefore, DMT showed to be a suitable test for settlement estimation. Cone factor (NKT) shall be carefully estimated due to its influence in the determination of the undrained shear strength (Su). Field and CIU tests performed in the soft clay deposits presented values between 10 and 25kPa. Emphasis is given in the importance of the field tests to determine the geothecnical parameters of the soft clay, due to their quick and easy performance.
EL presente trabajo presenta un estudio sobre la arcilla blanda de la carretera BR 101 en Santa Catarina. En éste, se investigan las características geotécnicas a partir de ensayos de campo y laboratorio. Los ensayos de campo realizados fueron los de paleta, dilatométricos y de piezocone. El programa experimental de laboratorio considera ensayos de caracterización, de adensamiento y triaxiales consolidados no drenados (CIU). El suelo fue caracterizado como arcilla blanda fluvio-marina, altamente plástica y de coloración gris claro a oscuro, con sensibilidad entre baja y media. Se trata de un material de alta compresibilidad y baja resistencia. Los ensayos de laboratorio complementaron los de campo, y los resultados coinciden en algunos casos estudiados. El ensayo dilatométrico presentó valores de módulo de deformabilidad unidimensional próximos a los obtenidos en los ensayos oedométricos, revelando así la herramienta adecuada en la estimativa de recalcos. La estimativa del factor de cono (NKT) debe ser tratada de forma cuidadosa, porque este factor tiene una gran influencia en la determinación de la resistencia no drenada (Su). La resistencia no drenado tuvo valores entre 10 y 25kPa, en los ensayos de campo y triaxiales de laboratorio (CIU) realizados en los depósitos de arcilla blanda investigados en este estudio. Finalmente, se resalta la importancia de los ensayos de campo para la determinación de los parámetros geotécnicos de las arcillas blandas, debido a la rapidez y facilidad en su realización.
Bonjaku, Gokdemir Ornela. "Architecture As An Urban And Social Sign: Understanding The Nature Of Urban Transformation In Eskisehir Highway, Ankara." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610801/index.pdf.
Full texttheir architectural expression is not limited with their individual scale but rather it becomes an integrated part of the whole city which is open to transform function, infrastructure, architectural meaning, image ability and other social problems. This building behaves as a cultural and social symbol and it is inevitable to consider the design process as an urban experience. However many of the contemporary examples are designed as individual architectural buildings&hellip
The integration of Turkey, but especially the city of Ankara to the global economic network providing new cultural identities presents a transformation of the city which natures could be seen &ldquo
in terms of rent theory&rdquo
and makes this city &ldquo
a place of competition for profit.&rdquo
To better present these transformations one of the most important regions EskiSehir Highway will be analyzed for the power it reflects as the buildings are set on the two sides of the highway as a new type of urban architecture proceeding spontaneously and reconfiguring boundaries based on the limits of the capital. The limits economic power decides about social, economic and physical order of places shapes the city as an urban product to be sold.
Chandler, Yuell "Chuck" E. IV. "OPERA AND THE MODERN CULTURE OF FILM: THE GENESIS OF CINEMOPERA, ITS INTERTEXTUALITY AND EXPANSION OF OPERATIC SOURCE MATERIAL." UKnowledge, 2012. http://uknowledge.uky.edu/music_etds/1.
Full textCicek, Ceren. "Implementation Of A Hazard Rating System To The Cut Slopes Along Kizilcahamam-gerede Segment Of D750 Highway." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610547/index.pdf.
Full textArikan, Asli Huriye. "Assessment Of Slope Stability For A Segment (km: 25+600-26+000) Of Antalya-korkuteli Highway." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612265/index.pdf.
Full textOztekin, Burak. "Assessment Of Degradation Mechanism And Stability Of A Cut Slope In Jointed And Sheared Limestone Along Ankara-eskisehir E90 Highway." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605631/index.pdf.
Full textto 84°
and contains several shear zones. In this study, the relationships between the existing detachment zones and various parameters (e.g. block size, point load strength index, weathering, shear zone, daylight zone) considered to be important for slope instability were investigated using GIS-based statistical landslide susceptibility analyses in order to predict the further aerial extension of the detachment zones with time. During the overlay analyses, statistical index and weighting factor methods were used by means of TNT-MIPS software. The outcomes of the analyses using both methods are compared and evaluated together with the field observations to check the reliability of the methods and to assess the detachment zones that may develop in the future. Additionally, limit equilibrium analyses were also carried out for the determination of the possible large scale mass failures. The overlay analyses indicate some risky zones where detachments are likely to occur in the future. On the other hand, the limit equilibrium analysis of the rock mass using Bishop simplified method shows that except one section no mass failure is expected in the cut slope. Suitable remediation measures which include the use of wire mesh, shotcrete, toe support, and concrete barrier blocks or catch/barrier fences are recommended for these zones.
Domanic, Arman Kemal. "Effects Of Vertical Excitation On Seismic Performance Of Highway Bridges And Hold-down Device Requirements." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12609297/index.pdf.
Full text, Kemal Arman M.S., Department of Civil Engineering Supervisor: Assist. Prof. Dr. Alp Caner February 2008, 152 pages Most bridge specifications ignore the contribution of vertical motion in earthquake analyses. However, vertical excitation can develop significant damage, especially at bearing locations as indeed was the case in the recent 1999 izmit Earthquake. These observations, combined with recent developments in the same direction, supplied the motivation to investigate the effects of vertical component of strong ground motion on standard highway bridges in this study. Reliability checks of hold-down device requirements per AASHTO Bridge Specifications have been conducted in this context. Six spectrum compatible accelerograms were generated and time history analyses were performed to observe the uplift at bearings. Selected case studies included precast pre-stressed I-girders with concrete slab, composite steel I-girders, post-tensioned concrete box section, and composite double steel box section. According to AASHTO specifications, hold-down devices were required in two cases, for which actual forces obtained from time history analyses have been compared with those suggested per AASHTO. The only non-linearity introduced to the analyses was at the bearing level. A discussion of effects on substructure response as well as compressive bearing forces resulting from vertical excitation is also included. The results of the study confirmed that the provisions of AASHTO governing hold-down devices are essential and reasonably accurate. On the other hand, they might be interpreted as well to be suggesting that vertical ground motion components could also be included in the load combinations supplied by AASHTO, especially to be able to estimate pier axial forces and cap beam moments accurately under combined vertical and horizontal excitations.
Bartels, Rusty. "Transient Bodies and the Whiteness of Memory: The “Nature” of Permanence in Big Sur, CA, 1862 - 1937." Oberlin College Honors Theses / OhioLINK, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=oberlin1274413802.
Full textBRANDAO, LUIZ EDUARDO TEIXEIRA. "A DISCRETE TIME APPLICATION OF REAL OPTIONS THEORY FOR THE VALUATION OF A HIGHWAY CONCESSION PROJECT IN BRAZIL." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2002. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5120@1.
Full textUm dos problemas da avaliação por Opções Reais é a exigência de se ter mercados completos para que possam ser utilizados métodos baseados no princípio da não arbitragem para a sua solução. Outro problema é a inclusão de duas ou mais fontes de incerteza na modelagem matemática do projeto, que aumenta a complexidade do problema, especialmente quando essas incertezas envolvem risco privado, não correlacionado com o mercado. Este trabalho sintetiza conceitos aplicados a Teoria das Opções Reais desenvolvidos por diversos autores com ferramentas de Decision Analysis para propor uma metodologia de avaliação de projetos em tempo discreto utilizando algoritmo próprio aplicado a modelo de árvore de decisão com malha binomial que pode ser implementada utilizando-se programas de software padrão já existentes no mercado. O método é computacionalmente intenso, mas de modelagem mais simples e intuitiva que os métodos tradicionais de Opções Reais, permitindo assim uma maior flexibilidade na elaboração do modelo. Esta metodologia é aplicada ao problema de valoração de uma concessão rodoviária no Brasil com flexibilidade gerencial em mercados incompletos e risco político.
One of the problems of the evaluation for Real Options is the need to have complete markets so that non arbitrage methods can be used for its solution. When that is not the case, or when the determination of a dynamic portfolio of market securities that replicate the stochastic characteristics of the project is not feasible for any reason, the alternative is to use an exogenous and arbitrary discount rate. Another problem is the inclusion of two or more uncertainty sources in the mathematical modeling of the project, which brings a certain degree of complexity to the problem, especially when those uncertainties involve private risk, not correlated with the market. This work synthesizes some Real Options Theory concepts developed by several authors with Decision Analysis tools to propose a method for evaluation of projects in incomplete markets by dynamic programming using an innovative algorithm to model the project`s stochastic process with a binomial lattice and decision tree. The method is computationally intense, but simpler and more intuitive than that the traditional methods of Real Options, allowing for a greater flexibility in the modeling of the problem. This methodology is applied to the problem of the valuation a highway concession in Brazil with managerial flexibility in incomplete markets and political risk.
OLIVEIRA, ANDRE TEIXEIRA DE MIRANDA. "GOVERNMENT GUARANTEES IN PPP PROJECTS: AN APPLICATION OF THE LPVR MODEL TO THE BR-116/324 HIGHWAY PROJECT." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2008. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=13037@1.
Full textA partir da década de 90 houve um aumento da participação do setor privado em projetos de infra-estrutura no Brasil. Esta participação deu-se principalmente por meio de concessões tradicionais regidas pela Lei das Concessões. Contudo, para tornar economicamente viáveis projetos de baixa atratividade para o setor privado devido ao seu alto risco, o governo brasileiro passou a analisar formas de redução destes riscos, como as Parcerias Público- Privadas (PPPs), incluindo a flexibilização do prazo de concessão, garantias de tráfego, de risco cambial ou até mesmo garantias de financiamento. Neste trabalho é utilizado o modelo LPVR (Menor Valor Presente das Receitas) de prazo de concessão variável aliado a uma garantia de tráfego mínimo para a avaliação do caso do projeto da rodovia BR-116/324 através da metodologia das Opções Reais. Os resultados indicam que o uso deste modelo permite uma redução dos riscos tanto para o Governo, pela limitação de ganhos excessivos da concessionária, quanto para o investidor privado, pela flexibilidade do prazo e garantia de tráfego concedida. Concluímos que o modelo LPVR associado a uma garantia de tráfego mínimo de 80% aumenta em média o VPL do projeto em mais de 60%. Embora esta garantia represente um custo adicional para o Governo, ela é compensada pelo aumento da atratividade do investimento para o setor privado.
Since the 90`s, there has been an increasing participation of the private sector in infrastructure projects in Brazil. This participation, however, took place mainly through traditional concessions, governed by the Concessions Law. However, to become economically viable projects that would not have attractiveness to the private sector due to its high risks, Brazilian government started to analyze some ways to reduce these risks such as the Public Private Partnerships (PPPs), including the term flexibility, traffic guarantee, guarantee of foreign currency risk or even assurance of funding. In this project it`s used the LPVR model (Least Present Value of Revenue) with variable period concession, ally to a minimum traffic guarantee and applying the case to the BR-116/324 highway project through the Real Options Methodology. The results show that the use of this model allows a reduction on the risks both for the government, avoiding excessive gains by the concessionaire, and for the private investor, either for the term flexibility or the guarantee of the traffic granted. So, we can conclude that the LPVR model associated with a minimum traffic guarantee of 80%, increases the VPL in an average of 60%, although this guarantee represents a further cost to the government which is compensated by the increasing attractiveness of the investment to the private sector.
Unal, Leyla. "Modeling Of Freight Transportation On Turkish Highways." Phd thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610783/index.pdf.
Full textrkiye are forecasted by demand analysis. Transportation is one of the important activities of human beings and plays an important role for spatial interactions in economic growth. In other words, there is a very strong linkage between economic growth and the freight flow, thus transportation demand. Regional trade as spatial flow appears on transportation systems as freight flows. In this study, using the existing limited data and surveys in Tü
rkiye, nationwide origin-destination (O-D) matrix of freight flows between provinces is obtained. Using this empirical matrix, the generation of freight flows of provinces is formulated depending on the socioeconomic and demographic variables by means of multiple linear regression analysis. In addition, interactions of freight flows between provinces and economic growth of regions are investigated. The generations and attractions of provinces as freight flow are distributed between provinces with traditional gravity model. By comparing observed O-D matrix and simulated O-D matrix, gravity model is calibrated. Calibration is also performed by freight trip length distribution. In this research, two steps of traditional &ldquo
four-step analysis&rdquo
, &ldquo
trip generation&rdquo
and &ldquo
trip distribution&rdquo
, are applied to develop nationwide freight demand model between the provinces in Tü
rkiye. The developed model is single-mode, single commodity and nationwide.
Freitas, Andrea Karla Breunig de. "ESTRESSE, COPING E SÍNDROME DE BURNOUT EM POLICIAIS RODOVIÁRIOS FEDERAIS." Universidade Federal de Santa Maria, 2013. http://repositorio.ufsm.br/handle/1/8309.
Full textA profissão de Policial Rodoviário Federal é considerada uma das profissões de maior estresse. Trata-se de uma profissão de risco pela natureza de suas funções, onde são confrontadas na sua prática diária, com situações limite, onde os recursos emocionais são postos a prova. Estas situações elevam o nível de estresse e quando não enfrentadas de forma adequada podem levar ao Burnout. O presente estudo tem como propósito contribuir para um conhecimento mais aprofundado destes profissionais, com o intuito de avaliar a percepção de estresse no trabalho, quais as estratégias de enfrentamento que esta população adota para minimizar este estresse a fim de não atingirem o burnout. Trata-se de um estudo de campo, descritivo, exploratório com abordagem quantitativa. A pesquisa consistiu na identificação e caracterização dos sujeitos a partir de um questionário, bem como da aplicação do Formulário sócio demográfico. A população do estudo foi composta por Policiais Rodoviários Federais da região Central do Estado do Rio Grande do Sul. Os resultados obtidos através da análise estatística foram de 73,08% em alto estresse e 26,92% em baixo estresse, as estratégias mais utilizadas foram à resolução de problemas e os indicativos da Síndrome de Burnout nesta população foram de 3,84%. Deste modo, entende-se que a importância deste trabalho está no fato de que com a sua participação estarão contribuindo para difundir o conhecimento acerca desta categoria profissional, o que poderá acarretar em melhores condições de trabalho e respeito à saúde.
Rehn, Matilda. "Do the citizens matter? : A study of citizen participation during the planning process of the extension of state highway 1 - Puhoi to Wellsford, Auckland, New Zealand." Thesis, Uppsala universitet, Kulturgeografiska institutionen, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-192985.
Full textTapkin, Serkan. "A Recommended Neural Trip Distributon Model." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/3/663807/index.pdf.
Full textRickardsson, Johan. "A Study of Traffic Capacity with Regards to Heavy vehicle Share and Level of Service through Microsimulation." Thesis, KTH, Transportplanering, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-302528.
Full textDen mötesfria vägen (s.k. 2+1-väg) tillkom på 90-talet och gav upphov till mycket mer trafiksäkra vägar än sina föregångare 13-metersvägarna från mitten av 1900-talet. Till följd av säkerhetsökningen kom uppoffringar i kapacitet i och med vävningssträckor, som mer än halverar kapaciteten i jämförelse med en tvåfilig väg. En mycket kapacitetskrävande del av trafiksystemet är lastbilar, framförallt i dessa vävningssträckor. Men exakt hur lastbilsandelar påverkar systemet är inte riktigt bearbetat än, vilket ger upphov till detta examensarbete. Studien har utförts i samband med ett uppdrag från Trafikverket angående simulering av E4:an norr om Gävle. Detta examensarbete granskar alltså hur lastbilsandelen och belastningsgraden påverkar punkthastigheten på de två vägtyperna mötesfri väg och motorväg. Trafikverket baserar sina effektsamband på en lastbilsandel på 12 %, vilket kan ge både för låga och för höga värden beroende på vilken plats som man granskar. Arbetet har genomförts med hjälp av mikrosimuleringsmodeller, vilka är mycket beroende av vilka parametrar och indata de får. Resultatet av studien visar hur punkthastigheten beror på lastbilsandel och belastningsgrad, och visar på att de mötesfria vägarna är mycket beroende av lastbilsandelen, medan motorvägar har betydligt större tolerans.
Zhang, Qinghe. "Development of skew correction factors for live load shear and reaction distribution in highway bridge design a dissertation presented to the faculty of the Graduate School, Tennessee Technological University /." Click to access online, 2009. http://proquest.umi.com/pqdweb?index=0&did=1707210441&SrchMode=1&sid=2&Fmt=6&VInst=PROD&VType=PQD&RQT=309&VName=PQD&TS=1268938179&clientId=28564.
Full textWei, Xin 1971. "HIV-1 reverse transcription initiation : impact of A-rich loop deletion and M184V substitution and development of novel antiretroviral strategies." Thesis, McGill University, 2002. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=84447.
Full textSince the initiation of DNA synthesis was shown to be a highly specific process, it represents a potential target for the development of novel antiviral agents. We developed strategies for inhibition of the HIV-1 replication via interference with the tRNALys3/viral RNA complex. To target primer tRNALys3, we employed oligodeoxyribonucleotides (ODNs) that are complementary to different parts of the tRNA primer. To target viral RNA, we devised a tRNALys3-like molecule, termed tRNA Lys*, that contained sequence alterations that direct initiation from a region distant from the natural PBS, designated PBS*. PBS* is involved in the formation of the natural tRNA/PBS complex and binding of tRNALys* was shown to interfere specifically with the initiation of reverse transcription. Inhibition of the synthesis of (-) strand strong-stop DNA was achieved successfully with both strategies by interfering with the formation of the initiation complex.
Speelmon, Emily. "Innate mechanisms of HIV-1 protection in highly exposed, seronegative individuals /." Thesis, Connect to this title online; UW restricted, 2006. http://hdl.handle.net/1773/4998.
Full textRahman, Syeda Sharmin. "Measurement and characterization of HIV inhibitory Clade A Serpins in the cervical mucosa of highly HIV-1 exposed seronegative individuals." American Chemical Society (ACS) Publications, 2011. http://hdl.handle.net/1993/5065.
Full textEgerton, Jack Samuel. "Ultrasonic inspection of highly attenuating media." Thesis, Imperial College London, 2018. http://hdl.handle.net/10044/1/62627.
Full textVan, Pamel Anton. "Ultrasonic inspection of highly scattering materials." Thesis, Imperial College London, 2015. http://hdl.handle.net/10044/1/29423.
Full textYilmaz, Aylin. "Antiretroviral treatment of HIV-1 in the central nervous system /." Göteborg : Department of Infectious Diseases, The Sahlgrenska Academy at Göteborg University, 2007. http://hdl.handle.net/2077/4438.
Full textPaina, Federica. "De novo synthesis of highly substituted pyridines." Thesis, Imperial College London, 2008. http://hdl.handle.net/10044/1/1243.
Full textHejdeman, Bo. "Studies on medical and immunological interventions in HIV-1 infection /." Stockholm, 2004. http://diss.kib.ki.se/2004/91-7140-019-2/.
Full textSchreiner, Hilson Deneys. "Volume change of compacted highly plastic African clays." Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/47643.
Full textBehbahani, Homira. "Immune dysregulation in HIV-1 infected lymphoid tissue /." Stockholm, 2002. http://diss.kib.ki.se/2002/91-7349-193-4.
Full textGuled, Fatuma Hassan. "Characterisation of functional properties of Envelopes of highly neutralisation resistant HIV-1 isolates." Master's thesis, University of Cape Town, 2018. http://hdl.handle.net/11427/29293.
Full textLuo, Jian Yang. "Calculation of turbulent shear layers over highly curved surfaces." Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/11500.
Full textWilkinson, Christian Marco Raymond. "The durability of highly loaded, case hardened steel gears." Thesis, Imperial College London, 1998. http://hdl.handle.net/10044/1/8725.
Full textGao, Kun. "Highly Mismatched GaAs(1-x)N(x) and Ge(1-x)Sn(x) Alloys Prepared by Ion Implantation and Ultrashort Annealing." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-158921.
Full textDotierung ermöglicht es, die Eigenschaften von Halbleitermaterialien, wie Leitfähigkeit, aber auch Bandabstand und / oder Gitterkonstanten gezielt zu verändern. Wenn ein Halbleiter mit einer kleinen Menge unterschiedliche Fremdatome dotiert wird, kann dies in einer drastischen Modifikation der strukturellen, optischen und / oder elektronischen Eigenschaften resultieren. Der Begriff "unterschiedlich" bedeutet hier die Eigenschaften von Atomgröße, Ioniztät und / oder Elektronegativität. Diese Doktorarbeit beschreibt die Herstellung von zwei Arten von stark fehlangepassten Halbleiterlegierungen: Ge(1-x)Sn(x) und GaAs(1-x)N(x). Die strukturellen und optischen Eigenschaften von Ge(1-x)Sn(x) und GaAs(1-x)N(x) wurden untersucht. Die Ergebnisse deuten auf eine effiziente Dotierung oberhalb der Löslichkeit, induziert durch die Nicht-Gleichgewichtsverfahren Ionenimplantation und Ultrakurzzeit-Ausheilung. Gepulstes Laserschmelzen ermöglicht das Nachwachsen von monokristallinem Ge(1-x)Sn(x), während die Blitzlampenausheilung in der Bildung von GaAs(1-x)N(x) hoher Qualität mit Photolumineszenz bei Raumtemperatur resultiert. Die Änderung der Bandlücke von Ge(1-x)Sn(x) und GaAs(1-x)N(x) wurde durch die optischen Methoden der spektroskopischen Ellipsometrie und Photolumineszenz verifiziert. Darüber hinaus konnte in ausgeheiltem GaAs eine quasi-temperaturstabile Photolumineszenz bei 1,3 µm beobachtet werden
Testa, Maria Rita. "Will highly educated women have more children in the future?" Verlag der Österreichischen Akademie der Wissenschaften, 2017. http://epub.wu.ac.at/6314/1/040_Testa.pdf.
Full textAbidat, Miloud. "Design and testing of a highly loaded mixed flow turbine." Thesis, Imperial College London, 1991. http://hdl.handle.net/10044/1/40057.
Full textKim, Youngkyoo. "Organic solar cells based on highly self-organizing semiconducting polymers." Thesis, Imperial College London, 2006. http://hdl.handle.net/10044/1/49917.
Full textParaskevopoulou, Sivylla. "Resource-efficient algorithms and circuits for highly-scalable BMI channel architectures." Thesis, Imperial College London, 2013. http://hdl.handle.net/10044/1/18676.
Full textManning, Susan Diane. "Ion channels in highly purified human platelet surface and intracellular membranes." Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/46431.
Full textYoon, Hong. "Highly localised surface plasmon polaritons in active metallo-organic multilayer structures." Thesis, Imperial College London, 2012. http://hdl.handle.net/10044/1/9768.
Full textCwik, Tomasz. "Highly instrumented static, dynamic, and impact testing of high performance materials." Thesis, Imperial College London, 2013. http://hdl.handle.net/10044/1/29364.
Full textLindström, Anna. "Resistance to antiviral drugs in HIV and HBV /." Stockholm, 2005. http://diss.kib.ki.se/2005/91-7140-239-X/.
Full textChiarandini, Marco. "Stochastic Local Search Methods for Highly Constrained Combinatorial Optimisation Problems." Phd thesis, [S.l. : s.n.], 2005. https://tuprints.ulb.tu-darmstadt.de/595/1/ChiarandiniPhD.pdf.
Full textNieuwkerk, Pythia Tjitske. "Highly active antiretroviral therapy for HIV-1 infection: patients' quality of life and treatment adherence." [S.l. : Amsterdam : s.n.] ; Universiteit van Amsterdam [Host], 2006. http://dare.uva.nl/document/89610.
Full textDean, Nolan Edward. "Metal ion complexing properties of the highly preorganized ligand 1, 10-phenanthroline-2,9-dicarboxylic acid /." Electronic version (PDF), 2007. http://dl.uncw.edu/etd/2007-3/deann/nolandean.pdf.
Full textIngleson, Michael James. "Transition metal complexes partnered with the highly alkylated carborane anion, [1-H-CLOSO-CB₁₁Me₁₁]⁻." Thesis, University of Bath, 2004. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.403685.
Full textHarada, Tomika. "Membrane-type matrix metalloproteinase-1(MT1-MMP) gene is overexpressed in highly invasive hepatocellular carcinomas." Kyoto University, 1999. http://hdl.handle.net/2433/181703.
Full text