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Dissertations / Theses on the topic 'Long Column'

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1

Arfaie, Mehdi. "Pressure transient analysis including column separation and behaviour of long pipelines." Thesis, University of Newcastle Upon Tyne, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.330263.

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2

Denny, Jack. "Investigating multi-axis long-duration blast response of steel column sections." Thesis, University of Southampton, 2017. https://eprints.soton.ac.uk/417714/.

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Long-duration blast waves are typically defined by positive pressure durations in excess of 100ms and are characteristic of very large explosive events. Such blasts generate substantial impulse and dynamic pressures (blast winds) that considerably exceed shorter duration blasts with the same peak overpressures, which are particularly damaging to drag-sensitive structural elements such as steel columns. A number of recent large-scale industrial accidents have highlighted the potential for multiple detonations to occur that can cause long-duration blasts to successively interact with structures,
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3

Pagès, Bernaus Adela. "Column-generation and interior point methods applied to the long-term electric power-planning problem." Doctoral thesis, Universitat Politècnica de Catalunya, 2006. http://hdl.handle.net/10803/6523.

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Aquesta tesi s'adreça al problema de planificació de la generació elèctrica a llarg termini per a una companyia específica (SGC) que participa en un mercat liberalitzat organitzat en un pool. Els objectius de la tesi són: modelitzar aquest problema, i desenvolupar i implementar tècniques apropiades i eficients que el resolguin.<br/> <br/>Un planificació òptima a llarg termini és important, per exemple, per a la confecció de pressupostos, o per a la gestió de compres/consum de combustibles. Una altra aplicació és la de guiar la planificació a curt termini perquè aquesta tingui en compte decisi
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4

YANG, Demao. "Compression Stability of High Strength Steel Sections with Low Strain-Hardening." University of Sydney. School of Civil Engineering, 2003. http://hdl.handle.net/2123/561.

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Thin-walled steel sections made from high strength thin cold-reduced G550 steel to Australian Standard AS 1397-1993 under compression are investigated experimentally and theoretically in this thesis. This thesis describes three series of compression tests performed on box-section stub columns, box-section long columns and lipped channel section columns cold-formed from high strength steel plates in 0.42 mm or 0.60 mm thickness with nominal yield stress of 550 MPa. The tests presented in this thesis formed part of an Australian Research Council research project entitled: Compression Stabili
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5

Chung, YuLin. "Existing Performance and Effect of Retrofit of High-Rise Steel Buildings Subjected to Long-Period Ground Motions." 京都大学 (Kyoto University), 2010. http://hdl.handle.net/2433/120856.

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6

Urio, Ricardo de Prá. "Cromatografia a líquido por injeção sequencial para a determinação de herbicidas triazínicos e metabólitos da atrazina explorando o uso de cela de longo caminho óptico e monitoramento on-line em estudos de adsorção." Universidade de São Paulo, 2011. http://www.teses.usp.br/teses/disponiveis/46/46136/tde-31082011-143740/.

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Estudou-se o emprego da Cromatografia a Líquido por Injeção Seqüencial (SIC) explorando o uso de uma cela de longo caminho óptico com guia de onda (LCW) de 100 cm para a melhora dos limites de detecção (LOD) e quantificação (LOQ) na determinação de atrazina (ATR), propazina (PRO) e simazina (SIM). Para isto, utilizou-se uma fase móvel com composição de 44:56 (v v-1) metanol : tampão acetato de amônio 1,25 mM, pH 4,7, coluna monolítica e a detecção espectrofotométrica em 238 nm. Obtiveram-se valores de LOD e LOQ, respectivamente, de 1,76 e 5,86 &#181;g L-1 para ATR, 4,51 e 15 &#181;g L-1 para P
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7

Lowry, Bonita Kristine. "Zinnia Growth and Water Use Efficiency in a Rate Study of Coconut Coir Pith and Sphagnum Peat Moss in Container Growing Substrates." The Ohio State University, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=osu1419244167.

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8

NAGUIB, WASSIM IHAB. "LONG-TERM BEHAVIOR OF HYBRID FRP-CONCRETE BEAM-COLUMNS." University of Cincinnati / OhioLINK, 2001. http://rave.ohiolink.edu/etdc/view?acc_num=ucin982590541.

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9

Thompson, Theron James. "The effects of long-duration earthquakes on concrete bridges with poorly confined columns." Online access for everyone, 2004. http://www.dissertations.wsu.edu/Thesis/Fall2004/T%5FThompson%5F090304.pdf.

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10

Smith, Ward N. (Ward Nolan). "Leaching of 14C radio-labelled atrazine in long intact soil columns." Thesis, McGill University, 1991. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=60459.

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A leaching study was undertaken with $ sp{14}$C radio-labelled atrazine in long, intact, soil columns to investigate the fate and transport of atrazine in a Quebec sandy loam soil and to test two contaminant transport models, namely PRZM and LEACHMP.<br>Results indicated a large variation in atrazine concentration. The maximum levels in the leachate of the soil columns ranged from 0 to 11.2 $ mu$g/L. Deisopropyl-atrazine, the principal metabolite in the soil columns, was detected near the soil surface and did not leach beyond 15 cm depth. The adsorptive and desorptive capacity of atrazine in t
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11

Schmid, Anne. "Investigation of Double Tee Seismic Moment Connections with HSS Columns." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1511795426731486.

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12

Azevedo, Pedro Ribeiro. "Confinamento dado por vigas e lajes a pilares feitos com concretos de diferentes resistências ao longo da altura." Universidade de São Paulo, 2013. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-22102014-165727/.

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Para melhor aproveitamento da resistência do concreto, utiliza-se concreto de maior resistência à compressão em pilares e concreto de resistência inferior em vigas e lajes. Considerando o método construtivo adotado tradicionalmente no Brasil, a região do pilar que cruza o nível do pavimento é moldada com a utilização do mesmo material que é lançado no pavimento. Essa mistura de materiais no mesmo pilar gera dúvida em relação ao seu dimensionamento. Dado que essa região está confinada pelo pavimento pode-se considerar, no caso em que uma laje lisa circunda o pilar, dentro de determinados limite
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13

Lieber, Marlon. "The Living Dead in the Long Downturn: Im/Possible Communism and Zombie Narrative Form." Universität Leipzig, 2021. https://ul.qucosa.de/id/qucosa%3A73695.

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14

Takeuti, Adilson Roberto. "Comportamento resistente imediato e ao longo do tempo de pilares reforçados por meio de encamisamento com concreto de alto desempenho." Universidade de São Paulo, 2003. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-09062006-152306/.

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A presente pesquisa trata da investigação experimental do comportamento de pilares por meio de encamisamento com concreto de alta resistência. Os principais objetivos da pesquisa são estudar o comportamento ao longo do tempo e o efeito de précarregamento nos pilares reforçados. Foram ensaiados vinte modelos experimentais, variando-se a forma da seção transversal (circular e quadrada), a taxa de armadura transversal da camisa de reforço e a existência ou não de pré-carregamento. Foram também realizados ensaios complementares sobre pilares curtos de seção circular para observação dos efeitos de
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15

Gearba, Raluca Iona. "Tailoring the mesomorphic structure and crystalline morphology via molecular architecture and specific interactions: from small molecules to long chains." Doctoral thesis, Universite Libre de Bruxelles, 2005. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/211006.

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Liquid crystalline materials forming columnar mesophases are of importance for both the fundamental research and technological applications due to their supramolecular architecture allowing for one-dimensional charge transport. The potential applications of these materials include light emitting diodes, solar cells, field effect transistors and photovoltaic cells. However, to design a LC material suitable for a particular application, a fundamental understanding of the structure-property relationships is needed.<p>In the present thesis, a variety of systems forming columnar mesophases have bee
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16

Manivannan, Sivaprasath. "Measuring permeability vs depth in the unlined section of a wellbore using the descent of a fluid column made of two distinct fluids : inversion workflow, laboratory & in-situ tests." Thesis, Université Paris-Saclay (ComUE), 2018. http://www.theses.fr/2018SACLX086/document.

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Dans les puits de production d’eau, de pétrole, de gaz et de chaleur géothermique, ou dans les puits d’accès à un stockage d’hydrocarbures, il est précieux de connaître la perméabilité de la formation ou de sa couverture en fonction de la profondeur, soit pour améliorer le modèle de réservoir, soit pour choisir les zones dans lesquelles procéder à des opérations spéciales.On propose une technique qui consiste à balayer la hauteur du découvert par une interface entre deux liquides de viscosités très contrastées. Le débit total qui pénètre la formation à chaque instant est ainsi une fonction de
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17

Anderson, Alvin D. "Geology of the Phil Pico Mountain Quadrangle, Daggett County, Utah, and Sweetwater County, Wyoming." Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2384.pdf.

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18

"Long term emission from pre treated waste : column studies." Thesis, 2010. http://hdl.handle.net/10413/1465.

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19

Shu, Po-Sen, and 許博森. "Wind-induced Vibration Control of Long-Span Bridges using Tuned Liquid Column Dampers." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/54484179171306155722.

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碩士<br>淡江大學<br>土木工程學系<br>91<br>For long-span bridges the aerodynamic stability and buffeting response become more significant due to their large flexibilities and relatively low structural dampings. Since the type of bridge is highly susceptible to wind excitations, it needs some devices to control the aerodynamic vibrations. The passive dampers that have been used in the engineering structures include tuned mass dampers (TMD), tuned liquid dampers (TLD), tuned liquid column dampers (TLCD), and so on. A numerical analysis is used to study the performance of tuned liquid column dampe
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20

Sheng-HsuanLin and 林聖軒. "Monitoring of Long-Term Deformation of Precast Prestressed Segmental Pier Column and Box-Girder." Thesis, 2014. http://ndltd.ncl.edu.tw/handle/36198439540514718642.

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碩士<br>國立成功大學<br>土木工程學系<br>102<br>SUMMARY Prestressed concrete is usually used for bridge structures, and the prediction of prestress losses is one of the main factors considered in the design of bridge. As for bridge, the effect on the temperature is also can’t be overlook. This thesis aims at studying the long-term change and prestress losses of post-tensioning precast segmental pier column and box-girder after prestressing. The thermal deformation of box girder is also studied. In experimental study, the prestress losses in 5-span unit of Kaohsiung Port Viaduct and the displacement of the te
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21

"Column-generation and interior point methods applied to the long-term electric power-planning problem." Universitat Politècnica de Catalunya, 2006. http://www.tesisenxarxa.net/TDX-0221107-120937/.

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22

HOU-CHEONGTANG and 鄧晧翔. "Long-Term Deformation of Precast Prestressed ConcreteSegmental Pier Columns." Thesis, 2015. http://ndltd.ncl.edu.tw/handle/2ytawd.

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碩士<br>國立成功大學<br>土木工程學系<br>103<br>The precast prestressed segmental pier column of Kaohsiung Port Viaduct this thesis studying for is an Innovative Technology Engineering. For investigate the deformation behavior of the precast prestressed segmental pier column, we embedded eight strain gauges at each of the segmental pier column in 5-span unit, monitor the deformation of the concrete and compared with prognosticated. Evaluate the effective prestress of the segmental pier column. The deformation of the pier column after shrinkage、prestressing、creep of concrete and relaxation of prestressing ste
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23

Adidharma, Leo, and Leo Adidharma. "Seismic Behavior of Reinforced Concrete Bridge Columns under Long Duration Ground Motions." Thesis, 2012. http://ndltd.ncl.edu.tw/handle/s6k7rx.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>100<br>The objective of this research is to examine the seismic behavior of reinforced concrete bridge columns under long duration ground motions. In order to achieve this purpose, two typical reinforced concrete bridge columns designed per current seismic bridge design codes were tested. The first column (called CLC) was tested using the developed loading protocol. This protocol was developed to simulate the effects of long duration ground motions. The second column (called COC) was tested one cycle for each drift to represent short duration ground motions effects a
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24

Schell, John R. "Modelling and control of reactive distillation for alkylation reactions." Thesis, 2002. http://hdl.handle.net/2152/28460.

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A reactive distillation column for the alkylation of benzene with long chain linear olefin was studied. The study involved design, construction, experimentation, and simulation of the column. Establishing the design required study of reaction rates, thermodynamic relationships, and packing structures. A heuristic was developed for the design of such columns. This heuristic involved estimating an amount of catalyst loading and subsequently determining the operating parameters for a column. This method is particularly applicable to systems with high concentrations of inert feeds. A column was co
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25

Lyu, Dong-Ming, and 呂東銘. "Direct Synthesis of Mesoporous SBA-15 with Long Alkyl Chains and its Application on Chromatographic Columns." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/85162041578456975809.

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碩士<br>中原大學<br>化學研究所<br>96<br>As-synthesized and calcined SBA-15 mesoporous sieves were surface-modified with long alkylsilanes by microwave thermal heating. Optimal temperatures and time of microwave heating were studied systematically. The mesoporous SBA-15 silicas are functionalized effectively using alkylsilanes with different carbon length. SBA-15 materials surface-modified with long alkylsilanes were used as HPLC stationary phase and show better separation effect than traditional calcined SBA-15 materials surface-modified with silanes. Silane-functionalized mesoporous silicas have been sy
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