Academic literature on the topic 'Dynamic breakthrough curve analysis'

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Dissertations / Theses on the topic "Dynamic breakthrough curve analysis"

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Al, Atrach Jaouad. "Advanced design οf zeοlitic materials fοr the adsοrptiοn/separatiοn οf CΟ2, Ν2, and CΗ4 mοlecules". Electronic Thesis or Diss., Normandie, 2024. http://www.theses.fr/2024NORMC234.

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Ce travail de thèse porte sur l’optimisation des matériaux zéolithiques à petits pores dans le butd'améliorer leur capacité d'adsorption du CO2 et leur efficacité en séparation des gaz. Dans cecontexte, cette étude se concentre sur l'amélioration des performances des zéolithes à traversl'échange ionique, le contrôle de la taille des cristaux et la synthèse de nouveaux adsorbants. Deszéolithes de type Gismondine (GIS) échangées avec des cations Mg2+ ont été synthétiséesdémontrant une meilleure sélectivités pour CO2/N2 et CO2/CH4 grâce à un échange cationiquespartiel avec Mg2+, ce qui influencé
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Kim, Yunmi. "Essays on time series models with dynamic coefficients in macroeconomics and finance /." Thesis, Connect to this title online; UW restricted, 2008. http://hdl.handle.net/1773/7379.

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Tahir, Haseeb. "Development of Fragility Curve Database for Multi-Hazard Performance Based Design." Thesis, Virginia Tech, 2016. http://hdl.handle.net/10919/71794.

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There is a need to develop efficient multi-hazard performance based design (PBD) tools to analyze and optimize buildings at a preliminary stage of design. The first step was to develop a database and it is supported by five major contributions: 1) development of nomenclature of variables in PBD; 2) creation of mathematical model to fit data; 3) collection of data; 4) identification of gaps and methods for filling data in PBD; 5) screening of soil, foundation, structure, and envelope (SFSE) combinations.. A unified nomenclature was developed with the collaboration of a multi-disciplinary team t
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Bélec, Gilbert. "Seismic Assessment of Unreinforced Masonry Buildings In Canada." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/34301.

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Unreinforced masonry (URM) structures have shown tobe susceptible to significant damage during strong earthquakes. Vulnerability assessment of URM buildings is needed so that appropriate mitigation strategies can be implemented. The existing Canadian practice consists of rapid seismic screening of buildings to assign priorities for further and more refined assessments, followed by refined analysis of individual critical buildings. The current seismic screening procedure, from 1992, is based on qualitative observations of seismic vulnerability, enabling the assignment of seismic priority ind
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Al, Mamun Abdullah. "Seismic Damage Assessment of Reinforced Concrete Frame Buildings in Canada." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36188.

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The emphasis on seismic design and assessment of reinforced concrete (RC) frame structure has shifted from force-based to performance-based design and assessment to accommodate strength and ductility for required performance of building. RC frame structure may suffer different levels of damage under seismic-induced ground motions, with potentials for formation of hinges in structural elements, depending on the level of stringency in design. Thus it is required to monitor the seismic behaviour and performance of buildings, which depend on the structural system, year of construction and the leve
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Marashdeh, Wajeeh. "Relaxation Behavior and Electrical Properties of Polyimide/Graphene Nanocomposite." University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1595850361812632.

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Lloyd, Simon Phillip. "An analysis of monetary policy transmission through bond yields." Thesis, University of Cambridge, 2017. https://www.repository.cam.ac.uk/handle/1810/270003.

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In this thesis, I study the transmission of monetary policy through the term structure of interest rates. This is an important topic because, with short-term nominal interest rates in many advanced economies close to their effective lower bound since 2008-2009, central banks have used `unconventional' monetary policies, such as large-scale asset purchases and forward guidance, to stimulate macroeconomic activity by, inter alia, placing downward pressure on longer-term interest rates. I focus on the mechanisms through which monetary policy influences bond yields, domestically and globally, with
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Teepakorn, Chalore. "Numerical simulation and experimental study of membrane chromatography for biomolecule separation." Thesis, Lyon 1, 2015. http://www.theses.fr/2015LYO10299/document.

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La chromatographie membranaire est une alternative à la chromatographie classique sur résine basée sur le transport convectif des solutés à travers une membrane microporeuse plutôt que par le transport diffusif des solutés dans les particules de résines. Cette technique présente les avantages de diminuer les phénomènes de diffusion, de réduire les temps de séjour et les pertes de charge, et de permettre la purification rapide de quantités importantes de molécules. La chromatographie membranaire connaît un fort succès commercial. Une gamme importante de membranes chromatographiques mettant en j
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Labounková, Ivana. "Analýza dynamiky kreslení." Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2015. http://www.nusl.cz/ntk/nusl-221362.

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This thesis is focused on the dynamic drawing analysis. It deals with tracing drawing tests that can be applied for the analysis. It also deals with method for temporal segmentation of emerging drawings and also vectorization of resulted segments of drawings.
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Escobar, Valencia Esteban Julio. "Mise au point et exploitation d'une nouvelle technique pour la reconnaisance des sols : le PANDA 3." Thesis, Clermont-Ferrand 2, 2015. http://www.theses.fr/2015CLF22570/document.

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Ce travail présente les développements récents réalisés sur le pénétromètre PANDA 3. Il s'agit d'un pénétromètre dynamique instrumenté qui permet à partir de la mesure puis du découplage des ondes créées par l’impact sur l’appareil, d’obtenir pour chaque coup une courbe charge-enfoncement σp-sp du sol ausculté. L’exploitation de cette courbe permet de déterminer des paramètres de résistance (résistance de pointe qd), de déformation (module dynamique Ed P3), des caractéristiques d’amortissement Js et de célérité d'ondes (CsP3 et CpP3) des sols auscultés en fonction de la profondeur tout au long
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