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Dissertations / Theses on the topic 'Structural interaction'

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1

Lea, Patrick D. "Fluid Structure Interaction with Applications in Structural Failure." Thesis, Northwestern University, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=3605735.

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<p> Methods for modeling structural failure with applications for fluid structure interaction (FSI) are developed in this work. Fracture as structural failure is modeled in this work by both the extended finite element method (XFEM) and element deletion. Both of these methods are used in simulations coupled with fluids modeled by computational fluid dynamics (CFD). The methods presented here allow the fluid to pass through the fractured areas of the structure without any prior knowledge of where fracture will occur. Fracture modeled by XFEM is compared to an experimental result as well as a t
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2

García, García Julio Abraham. "Reduction of seismically induced structural vibrations considering soil-structure interaction." [S.l. : s.n.], 2002. http://deposit.ddb.de/cgi-bin/dokserv?idn=969246390.

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3

Rahgozar, Mohammad Ali Carleton University Dissertation Engineering Civil. "Semismic soil-structure interaction analysis of structural base shear amplification." Ottawa, 1993.

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4

Tan, Mengmeng. "Structural optimization of polypod-like structured DNA based on structural analysis and interaction with cells." Kyoto University, 2020. http://hdl.handle.net/2433/253233.

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5

Campagna, Anne. "Structural analysis of protein interaction networks." Doctoral thesis, Universitat Pompeu Fabra, 2012. http://hdl.handle.net/10803/84111.

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Interactions between proteins give rise to many functions in cells. In the lastdecade, highthroughput experiments have identified thousands of protein interactions, which are often represented together as large protein interaction networks. However, the classical way of representing interaction networks, as nodes and edges, is too limited to take dynamic properties such as compatible and mutually exclusive interactions into account. In this work, we study protein interaction networks using structural information. More specifically, the analysis of protein interfaces in threedimensional protein
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6

Stalker, R. "Engineer-computer interaction for structural monitoring." Thesis, Lancaster University, 2000. http://eprints.lancs.ac.uk/11792/.

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7

Thorpe, Christopher John. "Structural analysis of MHC : peptide interaction." Thesis, Birkbeck (University of London), 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.321649.

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8

Southall, Stacey Mary. "Structural studies of protein interaction modules." Thesis, University of Cambridge, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.615774.

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9

Gallagher, Timothy. "Towards multi-scale reacting fluid-structure interaction: micro-scale structural modeling." Thesis, Georgia Institute of Technology, 2015. http://hdl.handle.net/1853/53483.

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The fluid-structure interaction of reacting materials requires computational models capable of resolving the wide range of scales present in both the condensed phase energetic materials and the turbulent reacting gas phase. This effort is focused on the development of a micro-scale structural model designed to simulate heterogeneous energetic materials used for solid propellants and explosives. These two applications require a model that can track moving surfaces as the material burns, handle spontaneous formation of discontinuities such as cracks, model viscoelastic and viscoplastic materials
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10

Sribalaskandarajah, Kandiah. "A computational framework for dynamic soil-structure interaction analysis /." Thesis, Connect to this title online; UW restricted, 1996. http://hdl.handle.net/1773/10180.

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11

Wolz, Michael W. "Nonlinear interaction between building structural systems and nonstructural cladding." Thesis, Georgia Institute of Technology, 1991. http://hdl.handle.net/1853/20129.

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12

Lorenz, Sonja. "Structural Studies on the Paxillin Interaction Network." Thesis, University of Oxford, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.491349.

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The protein paxillinplays a crucial role in the regulation of cell attachment, spreading and motility by providing docking sites for structural and signalling molecules in focal adhesions. Its N-terminal region (33 kD) mediates a variety of protein interactions, often via five short leucine-rich sequences known as 'LD motifs'. The aim of this thesis was to investigate the structure and interactions of this region of paxillin. The entire N-terminal region and various fragments were produced by recombinant methods. Primary sequence analysis, nuclear magnetic resonance (NMR) and small angle X-ray
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13

Kar, Santwana. "Structural studies of tau interaction with microtubules." Thesis, University of Cambridge, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.615812.

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14

Lee, June. "Hydro-impact, fluid-structure interaction and structural response of modern racing yacht." Thesis, University of Southampton, 2009. https://eprints.soton.ac.uk/142787/.

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In recent years, faster, lighter and bigger are the key issues in a modern racing yacht for extreme performance. As a result, many yachts have experienced various structural failures caused by the hydrodynamic impact or ’hydro-impact’ phenomenon by slamming. The structural failure by hydro-impact originates from the facts that the external hydro-impact load and fluid structure interaction effect is somewhat misled and when applying the load into current structural design, the ’dynamic’ load is typically, manipulated in a ’static’ way with fluid structure interaction effect, generally, ignored.
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15

Sun, Hepn Wing. "Ground deformation mechanisms for soil-structure interaction." Thesis, University of Cambridge, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.303931.

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16

Ozkan, Istemi Faruk. "Plastic interaction relations for hollow structural steel sections." Thesis, University of Ottawa (Canada), 2002. http://hdl.handle.net/10393/6088.

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The first part of this study reports an experimental program consisting of six full-scale tests on pipe sections under load combinations of shearing forces, bending moments, and twisting moments. The experimental results agree very well with the predicted failure loads based on recently developed interaction relations. The experimental program establishes the validity of the analytical techniques used to derive the interaction relations for pipe sections. The verified methodology is extended to derive interaction relations for square hollow structural sections under combinations of normal forc
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17

Thomas, Gareth, and gareth e. thomas@hotmail com. "Compatibility and structural interaction in passenger vehicle collisions." RMIT University. Aerospace, Mechanical and Manufacturing Engineering, 2006. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20070122.125652.

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This research contributes to the existing body of knowledge relating to crash compatibility (the minimisation of injury risk faced by all participants involved in a collision in traffic). The research focuses on the topic of structural interaction in collisions involving passenger vehicles, a phenomenon describing the efficiency of energy dissipation within existing deformation-zones of a passenger vehicle during a collision. A new definition for structural interaction was developed and several metrics to evaluate structural interaction and compatibility in car-to-car collisions
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18

Pullen, James Robert. "Structural investigations into a sense/complementary peptide interaction." Thesis, Imperial College London, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.441289.

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19

Liu, Man. "Fluid-structural interaction effects on vibrations of pipework." Thesis, University of Aberdeen, 1993. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.385271.

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20

Govindarajan, Vijay. "Three dimensional fluid structural interaction of tissue valves." Diss., University of Iowa, 2013. https://ir.uiowa.edu/etd/2508.

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This thesis presents a stable fluid structural interaction technique to simulate the dynamics of tissue valves including bio-prosthetic heart valves and natural heart valves under physiological Reynolds numbers. A partitioned approach is implemented where the equations governing the flow and the displacement of the structure are solved using two distinct solvers. A FEAP based solid solver is strongly coupled to the p-ELAFINT flow solver using subiteration procedure. The flow solver has been massively parallelized so that t
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21

Fernandez, Carlos Javier. "Pile-structure interaction in GTSTRUDL." Thesis, Georgia Institute of Technology, 1990. http://hdl.handle.net/1853/21418.

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22

Hamdan, Fadi. "Finite element solutions for transient fluid-structure interaction." Thesis, Imperial College London, 1993. http://hdl.handle.net/10044/1/8119.

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The objective of this thesis is to develop numerical tools capable of modelling the nonlinear behaviour of bounded and unbounded transient fluid-structure interaction systems. Towards this end, a numerical approach based on the finite element method was developed and implemented into a general purpose computer program ASAS-NL. Four main developments are reported: (i) The Mixed-Eulerian-Lagrangian description of the continuum has been developed to account for the nonlinear effects of fluid-structure interaction systems and a mesh rezoning scheme derived to be used with it. In addition a predict
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23

Nyaoro, Dalmas Lucas. "Analysis of soil-structure interaction by finite elements." Thesis, Imperial College London, 1989. http://hdl.handle.net/10044/1/8675.

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24

Bae, S.-K. "Soil-structure interaction in small-diameter clayware pipelines." Thesis, University of Newcastle Upon Tyne, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.355848.

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25

Shublaq, E. W. "A study of model pile group-sand interaction." Thesis, University of Leeds, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375520.

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26

Kendall, Peter K. "Numerical study of effects of fluid-structure interaction on dynamic responses of composite plates." Thesis, Monterey, California : Naval Postgraduate School, 2009. http://edocs.nps.edu/npspubs/scholarly/theses/2009/Sep/09Sep%5FKendall.pdf.

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Thesis (M.S. in Mechanical Engineering)--Naval Postgraduate School, September 2009.<br>Thesis Advisor(s): Kwon, Young W. "September 2009." Description based on title screen as viewed on 6 November 2009. Author(s) subject terms: Fluid-structure interaction, composite, carbon fiber composite, dynamic response, finite element. Includes bibliographical references (p. 95-96). Also available in print.
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27

Seckiner, Soner. "Parametric Analysis Of Inelastic Interaction In Frame-wall Structural Systems." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613654/index.pdf.

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The purpose of this thesis is to investigate the inelastic action in the reinforced concrete frame-wall structures analytically and with that analysis to follow the plastic formation of the structure. For this purpose, six mid-rise reinforced concrete buildings with frame-wall are modeled and analyzed to understand the effect of the height and base shear force ratio of the wall on the nonlinear interaction between reinforced concrete wall and frame members under static lateral loads and ground motion excitations. The parametric analysis is conducted by assuming planar response of the buildings
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28

Bennett, Terry. "Finite element-based non-linear dynamic soil-structure interaction." Thesis, University of Sheffield, 2002. http://etheses.whiterose.ac.uk/14472/.

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The modelling of unbounded domains is an important consideration in many engineering problems, for example in fluid flow, electro-magnetics, acoustics and solid mechanics. This thesis focuses on the problem of modelling elastic solids to infinity, with the specific purpose of modelling dynamic soil-structure interaction (DSSI). However, the reader should be aware that the techniques presented may also be adapted to address those other physical phenomena. The need for techniques to model the soil domain to infinity and a qualitative introduction into the problems associated with dynamic soil-st
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29

Balendra, Surendran. "Numerical modeling of dynamic soil-pile-structure interaction." Online access for everyone, 2005. http://www.dissertations.wsu.edu/Thesis/Fall2005/s%5Fbalendra%5F120705.pdf.

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30

Roemer, Sarah Clark. "Structural and functional analysis of progesterone receptor-DNA interaction /." Connect to full text via ProQuest. IP filtered, 2005.

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Thesis (Ph.D. in Molecular Biology) -- University of Colorado at Denver and Health Sciences Center, 2005.<br>Typescript. Includes bibliographical references (leaves 165-185). Free to UCDHSC affiliates. Online version available via ProQuest Digital Dissertations;
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31

Flanagan, Aleksandra. "Structural and biophysical studies of antibody - Dengue virus interaction." Thesis, University of Oxford, 2011. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.558310.

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Dengue virus (DENV), a member of Flaviviriade family, is a mosquito-borne human viral pathogen, causing every year more than 50 million infections, some of which can lead to dengue haemorrhagic fever (DHF) and dengue shock syndrome (DSS). It co-circulates as four serotypes. Humoral immunity plays a significant role in controlling flavivirus dissemination within an infected host. However, antibodies raised against DENV may be both protective and pathogenic, due to the phenomenon of antibody-dependent enhancement (ADE), which leads to a dramatic increase in the infection of cells bearing Fcy rec
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32

Ångström, Jonas. "Structural Basis for Hydrogen Interaction in Selected Metal Hydrides." Doctoral thesis, Uppsala universitet, Institutionen för kemi - Ångström, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-245046.

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Metal hydrides have existing and potential uses in many applications such as in batteries, for hydrogen storage and for heat storage. New metal hydrides and a better understanding of the behaviour of known metal hydrides may prove crucial in the realisation or further development of these applications. The aims of the work described in this thesis have been to characterise new metal hydrides, investigate how the properties of known metal hydrides can be improved and understand how their structure influences these properties. Metal hydrides, in most cases synthesised via high-temperature techni
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33

OLIVEIRA, ADENILSON COSTA DE. "A DYNAMIC INTERACTION MODEL OF TRACK RAILWAY STRUCTURAL ELEMENTS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9498@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>Em uma ferrovia, o veículo interage dinamicamente com a superestrutura (trilhos, palmilha e dormentes) e a subestrutura (lastro, sublastro e sub- base). O conforto dos passageiros, a vibração no solo e a freqüência dos trabalhos, de manutenção tanto dos veículos como também dos trilhos são determinadas considerando-se que todos os elementos estruturais interagem entre si. A resposta de cada componente estrutural é sensível µa pressão do eixo da roda no trilho, µas irregularidades na superfície do trilho e µa velo- cidade do
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34

Nemirovsky, Paul 1975. "Improvisational interaction : a framework for structural exploration of media." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/36157.

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Thesis (Ph. D.)--Massachusetts Institute of Technology, School of Architecture and Planning, Program in Media Arts and Sciences, 2006.<br>Includes bibliographical references (p. 106-108).<br>Whenever we use computers to interact with media, our experience is that of direct control, and the goal of our interactions is either artifact-production (the editor paradigm) or passive exploration (the browser paradigm). This thesis proposes an alternative: a model of media interaction based on the ideas of non-idiomatic improvisation that encourages active exploration of media and its structures. We ar
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35

Miller, Sharon Elizabeth. "Structural and functional studies of the vti1b-epsinR interaction." Thesis, University of Cambridge, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.611952.

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36

Jones, Anthony James. "Analysis of shallow and deep foundations using soil-structure interaction techniques." Thesis, University of South Wales, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.480929.

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37

Te, Seng-Bee. "Shear wall-frame interaction analysis using finite strip and continuum methods." Thesis, University of Liverpool, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316508.

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38

Oven, Vasif Atilla. "The behaviour of composite beams with partial interaction at elevated temperatures." Thesis, University of Sheffield, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.388735.

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39

Vinson, Mary. "Structural and functional studies on sialoadhesin." Thesis, University of Oxford, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.362115.

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40

Lehmann, Lutz. "Wave propagation in infinite domains : with applications to structure interaction /." Berlin [u.a.] : Springer, 2007. http://www.gbv.de/dms/bs/toc/523903820.pdf.

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41

Lu, Yang. "Seismic soil-structure interaction in performance-based design." Thesis, University of Nottingham, 2016. http://eprints.nottingham.ac.uk/33704/.

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Soil-Structure Interaction (SSI) procedures for performance-based seismic design of building structures have been in existence in design guidelines and provisions for decades. However, several issues still remain regarding the application of these procedures to inelastic multi-storey buildings. Three main issues are identified and investigated in this research. Firstly, the gap between code-specified design response spectra and base shear demands of inelastic flexible-base multi-storey buildings is bridged by introducing a strength reduction factor RF and a Multi-Degree-Of-Freedom (MDOF) modif
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42

Moghaddasi, Kuchaksarai Masoud. "Probabilistic Quantification of the Effects of Soil-Shallow Foundation-Structure Interaction on Seismic Structural Response." Thesis, University of Canterbury. Civil and Natural Resources, 2012. http://hdl.handle.net/10092/8446.

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Previous earthquakes demonstrated destructive effects of soil-structure interaction on structural response. For example, in the 1970 Gediz earthquake in Turkey, part of a factory was demolished in a town 135 km from the epicentre, while no other buildings in the town were damaged. Subsequent investigations revealed that the fundamental period of vibration of the factory was approximately equal to that of the underlying soil. This alignment provided a resonance effect and led to collapse of the structure. Another dramatic example took place in Adapazari, during the 1999 Kocaeli earthquake where
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43

Eyce, Bora. "An Investigation Of The Inertial Interaction Of Building Structures On Shallow Foundations With Simplified Soil-structure Interaction Analysis Methods." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/2/12610994/index.pdf.

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Seismic response of a structure is influenced by the inertial interaction between structure and deformable medium, on which the structure rests, due to flexibility and energy dissipation capability of the surrounding soil. The inertial interaction analyses can be performed by utilizing simplified soil-structure interaction (SSI) analyses methods. In literature, it is noted that varying soil conditions and foundation types can be modeled by using these SSI approaches with springdashpot couples having certain stiffness and damping. In this study, the seismic response of superstructure obtained b
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44

Jakšeković, Inna [Verfasser]. "Structural and functional interaction between domains in CFTR / Inna Jakšeković." Konstanz : Bibliothek der Universität Konstanz, 2015. http://d-nb.info/1081016868/34.

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45

Zhou, Yi Yuan. "Structural Determinants of 5-Ht1a Receptor Interaction With Gαi Subunits". Thesis, Université d'Ottawa / University of Ottawa, 2011. http://hdl.handle.net/10393/19761.

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The 5-hydroxytryptamine (5-HT) system modulates numerous physiological and behavioural processes, and dysfunction within this system underlies many behavioural disorders, such as major depression. The 5-HT1A receptor is the primary somatodendritic autoreceptor that controls the firing rate of 5-HT neurons, but is also coupled to numerous signalling pathways. An understanding of 5-HT1A receptor signalling may lead to the development of antidepressant drugs that selectively target therapeutic pathways in treating depression. The 5-HT1A receptor is coupled to inhibitory G-proteins via its intrace
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46

Nordmark, Eva-Lisa. "Structural and Interaction Studies of Bacterial Polysaccharides by NMR Spectroscopy." Doctoral thesis, Stockholm : Institutionen för organisk kemi, Univ, 2004. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-284.

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47

Edmonds, Katherine. "Structural Studies on the eIF4A-eIF4G Interaction in Translation Initiation." Thesis, Harvard University, 2012. http://dissertations.umi.com/gsas.harvard:10126.

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Protein synthesis is an important cellular process, and the RNA helicase eIF4A plays a vital role in unwinding messenger RNA and scanning during translation initiation. eIF4A has little activity in isolation, but is modulated by other initiation factors such as eIF4G and eIF4H. In this thesis, we explore how these proteins come together to form a functional unwinding complex. We begin with the NMR solution structure of a single domain from this complex, eIF4G HEAT2. We then map interactions involving HEAT2 and its binding partners, as well as those involving the N-terminal domain of eIF4A. We
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48

Butler, Timothy S. "Human interaction with digital ink : legibility measurement and structural analysis." Thesis, University of Hertfordshire, 2003. http://hdl.handle.net/2299/14158.

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Literature suggests that it is possible to design and implement pen-based computer interfaces that resemble the use of pen and paper. These interfaces appear to allow users freedom in expressing ideas and seem to be familiar and easy to use. Different ideas have been put forward concerning this type of interface, however despite the commonality of aims and problems faced, there does not appear to be a common approach to their design and implementation. This thesis aims to progress the development of pen-based computer interfaces that resemble the use of pen and paper. To do this, a conceptual
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49

Boumechache, Miyyada. "Structural and functional interaction between P2X4, P2X7 and Pannexin-1." Thesis, University of Cambridge, 2010. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.608656.

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50

Thompson, Catherine Isabelle. "Protein interaction studies on the rotavirus non-structural protein NSP1." Thesis, University of Warwick, 1999. http://wrap.warwick.ac.uk/80266/.

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Rotavirus encodes six structural and six non-structural proteins. In contrast to the structural proteins, the functional roles of the non-structural proteins are not well defined beyond a realisation that they must have a role in the viral replication cycle. A fuller understanding of the replication cycle must therefore rest on determining the specific roles played by the non-structural proteins. Non-structural protein NSP1 shows high levels of sequence divergence. A generally well conserved cysteine-rich region at the amino-terminus may form a zinc finger structure. It has been shown to posse
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