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Thèses sur le sujet « Structural Motion »

Auteur : Grafiati

Publié le 7 juin 2025

Mis à jour le 2 août 2025

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1

Hadjiharitou, Dimitris. "Improving estimates of structural seismic motion." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82815.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2013.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (p. 67-68).<br>A critical field in civil engineering is the evaluation of structural damage after severe earthquakes. Seismic events are taken into serious consideration in areas of the world such as California and countries adjacent to the Mediterranean. After these events, structural engineers are called to evaluate structural damage and to enhance the structure's future capabilities and serviceability. Du

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Filipovic̄, Kleiner Luna. "Verbs in motion expressions : structural perspectives." Thesis, University of Cambridge, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.619722.

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Piolatto, Alex Joseph. "Structural Response Including Vertical Component of Ground Motion." OpenSIUC, 2009. https://opensiuc.lib.siu.edu/theses/112.

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Evidence indicates that the vertical component of ground motion is more significant than previously thought, especially for near fault events. However, many design codes do not reflect the importance of the vertical component of ground motion. Therefore, the purpose of this thesis is to determine what effects the vertical component of ground motion has on a structure by way of comparison. Specifically, structural response due to the lateral components of ground acceleration is compared to structural response due to all three components of ground acceleration. Structural response includes t

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4

Ramanathan, Suresh. "Dynamics characterization of highly flexible beams using a 3D motion analysis system /." free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p1426096.

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Piolatto, Alex. "Structural response including vertical component of ground motion /." Available to subscribers only, 2009. http://proquest.umi.com/pqdweb?did=1966541941&sid=4&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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6

Raunio, Magnus. "Periodic Motion Extraction Using Harmonic Regression and Structural Parameterization." Thesis, KTH, Skolan för datavetenskap och kommunikation (CSC), 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-154886.

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The work of this thesis focuses on how to construct a smooth and periodic motion from motion capture data of a motion with a periodic structure, such as walk cycles. To identify periodic structures in the motion capture data we rely on previously developed methods from algebraic topology to project each frame of the motion capture data onto a circle. This gives us a description of how the periodic motion looks structurally. To construct a typical periodic motion from this projection we propose a harmonic regression model on the positional joint rotations. To prevent overfitting of the regressi

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Chase, Robert Edward. "Structural Response and Risk Considering Regional Ground Motion Characteristics." Thesis, University of Colorado at Boulder, 2019. http://pqdtopen.proquest.com/#viewpdf?dispub=10981024.

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<p> Regions of the U.S. have different tectonic environments and, correspondingly, seismic ground motion characteristics can vary significantly across the country. Structures’ seismic risk depends greatly on these characteristics, which can significantly influence structural seismic response. Current seismic design procedures and many typical assessments only consider ground motion intensity at a structure’s fundamental period, and not motion characteristics like frequency content and ground motion duration. This dissertation explores the relationships between regional ground motio

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8

Simpson, Keith Andrew. "Attenuation of strong ground-motion incorporating near-surface foundation conditions." Thesis, Imperial College London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.243905.

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9

Han, Wu M. Eng Massachusetts Institute of Technology. "Effect of ground motion frequency on non-structural seismic damage." Thesis, Massachusetts Institute of Technology, 2015. http://hdl.handle.net/1721.1/99622.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2015.<br>Cataloged from PDF version of thesis.<br>Includes bibliographical references (page 88).<br>The need for economic consideration in structural design triggered the emergence of performance-based design to minimize material waste while achieving better performance. The displacement measurements of structures are significant to structural damage evaluation, and most seismic design methods consider the effect of peak ground acceleration, while the frequency content of seismic activiti

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10

Carroll, Brittany. "Caught In Motion: Structural Studies Of Nucleic Acid Repair Enzymes." ScholarWorks @ UVM, 2019. https://scholarworks.uvm.edu/graddis/1160.

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Cells synthesize proteins, the molecular instruments of all cellular processes, via intermediate biomolecules that are susceptible to damage at every step. Known as the central dogma of molecular biology, genes encoded in deoxyribonucleic acid (DNA) are transcribed, spliced, and matured into messenger ribonucleic acid (mRNA). These nucleic acids direct protein synthesis by the pairing of nucleotide triplets with transfer RNA (tRNA). tRNAs concomitantly decode the so-called codon, as they escort the correct amino acid to the ribosome for extension of the nascent polypeptide chain. Damage to any

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11

Roithmayr, Carlos. "Relating constrained motion to force through Newton's second law." Diss., Available online, Georgia Institute of Technology, 2007, 2007. http://etd.gatech.edu/theses/available/etd-03302007-125659/.

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Thesis (Ph. D.)--Aerospace Engineering, Georgia Institute of Technology, 2007.<br>Bauchau, Olivier, Committee Member ; Hodges, Dewey, Committee Chair ; Singhose, William, Committee Member ; Costello, Mark, Committee Member ; Flannery, Raymond, Committee Member.

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12

Ay, Bekir Ozer. "A Proposed Ground Motion Selection And Scaling Procedure For Structural Systems." Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12615359/index.pdf.

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This study presents a ground-motion selection and scaling procedure that preserves the inherent uncertainty in the modified recordings. The proposed procedure provides a set of scaled ground-motion records to be used in the response estimation of structural systems for a pre-defined earthquake hazard level. Given a relatively larger ground-motion dataset, the methodology constrains the selection and scaling of the accelerograms to the differences between individual records and corresponding estimations from a representative ground-motion predictive model. The procedure precisely calculates the

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13

Isbiliroglu, Levent. "Strategy for Selecting Input Ground Motion for Structural Seismic Demand Analysis." Thesis, Université Grenoble Alpes (ComUE), 2018. http://www.theses.fr/2018GREAU009/document.

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Les signaux accélérométriques enregistrés lors de l’occurrence d’un événement sismique est très large présentent une forte variabilité, par conséquent ils ne sont pas utilisé dans les analyse dynamiques de tenue sismique des structures. En effet, l’utilisation des accélérogrammes réels, pour les analyses dynamiques non linéaires, s’avère couteuse en termes de temps de calcul. La pratique courante prévoit la minimisation (voir suppression) de telle variabilité, mais les conséquences d’une telle opération sur la réponse des structures ne sont pas clairement indiquées. L’étude ci-présente a pour

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14

Kiyono, Junji. "IDENTIFICATION AND SYNTHESIS OF SEISMIC GROUND MOTION IN STRUCTURAL RESPONSE ANALYSES." Kyoto University, 1992. http://hdl.handle.net/2433/74615.

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15

Nunziatini, Gioele. "Structural motion control: typologies and applications of tuned mass damper systems." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/4249/.

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16

Fisher, Karl Albert. "Structural and acoustic response of motion sensors mounted on a compliant coating." Diss., Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/16637.

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17

Carter, Paul Scott. "Retrogressive Harmonic Motion as Structural and Stylistic Characteristic of Pop-Rock Music." University of Cincinnati / OhioLINK, 2005. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1116202928.

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18

Perotti, Victor J. "The visual perception of surface orientation and structural rigidity from optical motion /." The Ohio State University, 1997. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487946776023705.

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19

De, Biasio Marco. "Ground motion intensity measures for seismic probabilistic risk analysis." Thesis, Grenoble, 2014. http://www.theses.fr/2014GRENI051/document.

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Une question fondamentale qui surgit dans le cadre de l’analyse probabiliste du risque sismique est le choix des indicateurs de nocivité des signaux sismiques. En plus de réduire la variabilité de la réponse structurelle (ou non structurelle),un indicateur amélioré (i.e. capable de mieux capturer les caractéristiques de nocivité des mouvements sismiques, aussi bien que l’alea sismique) fournit des critères moins stricts pour la sélection des signaux sismiques.Deux nouveaux indicateurs sont proposés dans cette étude: le premier, nommé ASAR (i.e. Relative Average Spectral Acceleration), est conç

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20

Phan, Vu T. "Near fault (near field) ground motion effects on reinforced concrete bridge columns /." abstract and full text PDF (free order & download UNR users only), 2005. http://0-wwwlib.umi.com.innopac.library.unr.edu/dissertations/fullcit/1433102.

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Thesis (M.S.)--University of Nevada, Reno, 2005.<br>"August, 2005." Includes bibliographical references (leaves 76-78). Library also has microfilm. Ann Arbor, Mich. : ProQuest Information and Learning Company, [2005]. 1 microfilm reel ; 35 mm. Online version available on the World Wide Web.

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21

PUTRA, RUSNARDI RAHMAT. "EARTHQUAKE DESIGN GROUND MOTION OF INDONESIA BASED ON SOIL INVESTIGATION AND STRUCTURAL DAMAGE." 京都大学 (Kyoto University), 2012. http://hdl.handle.net/2433/157519.

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Hernandez, Manuel A. "A decision support system for the optimal design of base-motion isolators." Thesis, Monterey, Calif. : Springfield, Va. : Naval Postgraduate School ; Available from National Technical Information Service, 2003. http://library.nps.navy.mil/uhtbin/hyperion-image/03sep%5FHernandez.pdf.

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Thesis (M.S. in Mechanical Engineering and M.S. in Information Technology Management)--Naval Postgraduate School, September 2003.<br>Thesis advisor(s): Joshua Gordis, Dan Boger. Includes bibliographical references (p. 85-86). Also available online.

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Yilmaz, Hazim. "Correlation Of Deformation Demands With Ground Motion Intensity." Master's thesis, METU, 2007. http://etd.lib.metu.edu.tr/upload/3/12608576/index.pdf.

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A comprehensive study has been carried out to investigate the correlation between deformation demands of frame structures and a number of widely cited ground motion intensity parameters. Nonlinear response history analyses of single-degree-of-freedom (SDOF) and multi-degree-of-freedom (MDOF) models derived from sixteen reinforced concrete frames were carried out under a set of eighty ground motion records. The frames were selected to portray features of typical low-to-mid rise reinforced concrete structures. The records contained in the ground motion database were compiled from the recorded gr

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24

Liao, Songtao Zerva Aspasia. "Physical characterization of seismic ground motion spatial variation and conditional simulation for performance-based design /." Philadelphia, Pa. : Drexel University, 2006. http://dspace.library.drexel.edu/handle/1860/727.

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25

Cattini, Nikita. "Dynamic modelling of crack damage at the interface of non-structural masonry walls and the structure due to earthquake motion." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2022.

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In the last few years, the north of the Netherland was hit by several earthquakes of light intensity due to the extraction of gas. In this regard some problems were encountered on old masonry structures built with local techniques (Terraced house). This thesis studies the problem of the crack opening of the interface between non-structural masonry wall and structural parts under a light earthquake with a 2D dynamic model. To study this problem a micro model for the interface and a macro model for the elements it is created. Where for the interface a particular constitutive law is studied: el

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Saka, Naoki. "Structural and functional analysis of pullulanase from Klebsiella pneumoniae." Kyoto University, 2019. http://hdl.handle.net/2433/242696.

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Kyoto University (京都大学)<br>0048<br>新制・課程博士<br>博士(農学)<br>甲第21819号<br>農博第2332号<br>新制||農||1067(附属図書館)<br>学位論文||H31||N5191(農学部図書室)<br>京都大学大学院農学研究科応用生命科学専攻<br>(主査)教授三上文三, 教授植田充美, 教授宮川恒<br>学位規則第4条第1項該当

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Swetnam, Tyson L., Jeffrey K. Gillan, Temuulen T. Sankey, et al. "Considerations for Achieving Cross-Platform Point Cloud Data Fusion across Different Dryland Ecosystem Structural States." FRONTIERS MEDIA SA, 2018. http://hdl.handle.net/10150/626554.

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Remotely sensing recent growth, herbivory, or disturbance of herbaceous and woody vegetation in dryland ecosystems requires high spatial resolution and multi-temporal depth. Three dimensional (3D) remote sensing technologies like lidar, and techniques like structure from motion (SfM) photogrammetry, each have strengths and weaknesses at detecting vegetation volume and extent, given the instrument's ground sample distance and ease of acquisition. Yet, a combination of platforms and techniques might provide solutions that overcome the weakness of a single platform. To explore the potential for c

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28

Krishnan, Swaminathan. "Three-Dimensional Nonlinear Analysis of Tall Irregular Steel Buildings Subject to Strong Ground Motion." Thesis, Pasadena : California Institute of Technology, Earthquake Engineering Research Laboratory, 2004. http://caltecheerl.library.caltech.edu.

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Thesis (Ph. D.)--California Institute of Technology, 2003.<br>"September 2003." Includes bibliographical references. EERL report series available at their website: http://caltecheerl.library.caltech.edu.

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Li, Wei. "Nonlinear effects in ground motion simulations: modeling variability, parametric uncertainty and implications in structural performance predictions." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34658.

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While site effects are accounted for in most modern U.S. seismic design codes for building structures, there exist no standardized procedures for the computationally efficient integration of nonlinear ground response analyses in broadband ground motion simulations. In turn, the lack of a unified methodology affects the prediction accuracy of site-specific ground motion intensity measures, the evaluation of site amplification factors when broadband simulations are used for the development of hybrid attenuation relations and the estimation of inelastic structural performance when strong motion r

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30

Dye, Charles Eugene. "Now and all are important a post-structural critique of humanism, Aldo Leopold's "The Land Ethic," and Disney/Pixar's "Wall-E" /." Thesis, Montana State University, 2008. http://etd.lib.montana.edu/etd/2008/dye/DyeC1208.pdf.

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Feelings of hopelessness and meaninglessness have become hallmarks of American society. As a filmmaker and film educator it is clear I share a responsibility to address these defining issues. Using some of the ideas of Zygmunt Bauman, Jacques Derrida, Neil Evernden, Claude Levi-Strauss, Bill Nichols, Nell Noddings, JoseÌ Ortega y Gasset, Edward Said, and Erwin Straus, I observe this problem to be a result of dispassionate humanism-a machineworld story considered appropriate in the current social construction. From this critical perspective, I then analyze Aldo Leopold's The Land Ethic

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Janzen, Frederic Conrad. "Positioning and vibration control of a flexible structure in slewing motion by applying Shape Memory Alloys /." Bauru, 2016. http://hdl.handle.net/11449/144649.

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Orientador: José Manoel Balthazar<br>Banca: Angelo Marcelo Tusset<br>Banca: Vinicius Piccirillo<br>Banca: Airton Nabarrete<br>Banca: Atila Madureira Bueno<br>Abstract: Flexible structures with slewing motion has been found with increasing frequency in various types of applications, because they are more efficient than their rigid competitors. The study of these systems is important because of the vibrations coming from the mass reduction of structures. Many works have been published presenting control techniques applied in reducing the effects of these vibrations. Several studies demonstrate t

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Erdogan, Ozgur. "Main Seismological Features Of Recently Compiled Turkish Strong Motion Database." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/3/12609679/index.pdf.

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In this thesis it is aimed to compile the Turkish strong-motion database for its efficient use in earthquake engineering and strong-motion seismology related studies. Within this context, the Turkish strong-motion database is homogenized in terms of basic earthquake source parameters (e.g. magnitude, style-of-faulting) as well as site classes and different source-to-site distance metrics. As part of this objective, empirical relationships for different magnitude scales are presented for further harmonization of the database. Data processing of the selected raw (unprocessed) strong-motion acce

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Carpentier, Mathilde. "Méthodes de détection des similarités structurales : caractérisation des motifs conservés dans les familles de structures pour l' annotation des génomes." Paris 6, 2005. http://www.theses.fr/2005PA066571.

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34

Ferrareto, Johann Andrade. "Human comfort in tall building\'s subjected to wind-induced motion." Universidade de São Paulo, 2017. http://www.teses.usp.br/teses/disponiveis/3/3144/tde-17072017-105508/.

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Assessing tall building oscillation is a multidisciplinary area involving knowledge from different fields of study: structural engineering, wind engineering, reliability, and even human physiology, to name a few. With the modern high strength structural materials and the latest tendencies in tall buildings construction, new structural systems have become slender and new buildings have reached greater heights as time passes. This context leads to a situation where these slender structures are sensitive to dynamic effects from wind loads and where human comfort is often the prevailing criterion

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Arikan, Ali Ferda. "Structural models for the pricing of corporate securities and financial synergies : applications with stochastic processes including arithmetic Brownian motion." Thesis, University of Bradford, 2010. http://hdl.handle.net/10454/5416.

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Mergers are the combining of two or more firms to create synergies. These synergies may come from various sources such as operational synergies come from economies of scale or financial synergies come from increased value of securities of the firm. There are vast amount of studies analysing operational synergies of mergers. This study analyses the financial ones. This way the dynamics of purely financial synergies can be revealed. Purely financial synergies can be transformed into financial instruments such as securitization. While analysing financial synergies the puzzle of distribution of fi

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Arikan, Ali F. "Structural models for the pricing of corporate securities and financial synergies. Applications with stochastic processes including arithmetic Brownian motion." Thesis, University of Bradford, 2010. http://hdl.handle.net/10454/5416.

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Mergers are the combining of two or more firms to create synergies. These synergies may come from various sources such as operational synergies come from economies of scale or financial synergies come from increased value of securities of the firm. There are vast amount of studies analysing operational synergies of mergers. This study analyses the financial ones. This way the dynamics of purely financial synergies can be revealed. Purely financial synergies can be transformed into financial instruments such as securitization. While analysing financial synergies the puzzle of distributio

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Hamilton, Joseph Marshall. "Design and implementation of vibration data acquisition in Goodwin Hall for structural health monitoring, human motion, and energy harvesting research." Thesis, Virginia Tech, 2015. http://hdl.handle.net/10919/78108.

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From 2012 - 2015 a foundation for future research in Goodwin Hall was designed, tested,developed, and implemented through an instrumentation project supported by the College of Engineering at Virginia Polytechnic Institute and State University. This required the design and implementation of a distributed, networked, and synchronized data acquisition system along with supporting hardware and software capable of measuring 227 accelerometers placed in 129 locations throughout the building. This system will provide a platform for research into a variety of topics, including structural health monit

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Cohen, Hart K. "From ethnographic film to indigenous media : communications and the evolution of the ethnographic subject." Thesis, McGill University, 1989. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=75987.

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An important connection exists between ethnographic film and indigenous media though they are rarely linked in film theory. The link is not just hypothetical. Cast in the form of historiography, ethnographic film and indigenous media practices may be read as a continuist discourse with a number of critical turns. One such turn is the transformation of the ethnographic subject into a critical public. What is described as indigenous media allows us to categorize this transformation as a significant difference for the practice of ethnography, but the question remains as to whether this difference

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Zolghadri, Navid. "Short and Long-Term Structural Health Monitoring of Highway Bridges." DigitalCommons@USU, 2017. https://digitalcommons.usu.edu/etd/5626.

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Structural Health Monitoring (SHM) is a promising tool for condition assessment of bridge structures. SHM of bridges can be performed for different purposes in long or short-term. A few aspects of short- and long-term monitoring of highway bridges are addressed in this research. Without quantifying environmental effects, applying vibration-based damage detection techniques may result in false damage identification. As part of a long-term monitoring project, the effect of temperature on vibrational characteristics of two continuously monitored bridges are studied. Natural frequencies of the str

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McCarthy, David M. J. "Monitoring 3D vibrations in structures using high resolution blurred imagery." Thesis, Loughborough University, 2016. https://dspace.lboro.ac.uk/2134/21680.

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This thesis describes the development of a measurement system for monitoring dynamic tests of civil engineering structures using long exposure motion blurred images, named LEMBI monitoring. Photogrammetry has in the past been used to monitor the static properties of laboratory samples and full-scale structures using multiple image sensors. Detecting vibrations during dynamic structural tests conventionally depends on high-speed cameras, often resulting in lower image resolutions and reduced accuracy. To overcome this limitation, the novel and radically different approach presented in this thes

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Jeong, Sang Min. "Analysis of Vibration of 2-D Periodic Cellular Structures." Diss., Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/7122.

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The vibration of and wave propagation in periodic cellular structures are analyzed. Cellular structures exhibit a number of desirable multifunctional properties, which make them attractive in a variety of engineering applications. These include ultra-light structures, thermal and acoustic insulators, and impact amelioration systems, among others. Cellular structures with deterministic architecture can be considered as example of periodic structures. Periodic structures feature unique wave propagation characteristics, whereby elastic waves propagate only in specific frequency bands, known as "p

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Ugurhan, Beliz. "Stochastic Strong Ground Motion Simulations On North Anatolian Fault Zone And Central Italy: Validation, Limitation And Sensitivity Analyses." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612413/index.pdf.

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Assessment of potential ground motions in seismically active regions is essential for purposes of seismic design and analysis. Peak ground motion intensity values and frequency content of seismic excitations are required for reliable seismic design, analysis and retrofitting of structures. In regions of sparse or no strong ground motion records, ground motion simulations provide physics-based synthetic records. These simulations provide not only the earthquake engineering parameters but also give insight into the mechanisms of the earthquakes. This thesis presents strong ground motion simulati

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43

Badali, Daniel Salvatore [Verfasser], and R. J. Dwayne [Akademischer Betreuer] Miller. "Structural Dynamics and Atomic Motion in Thin Films Studied by Ultrafast Electron Diffraction and Transient Optical Spectroscopy / Daniel Salvatore Badali ; Betreuer: R. J. Dwayne Miller." Hamburg : Staats- und Universitätsbibliothek Hamburg, 2016. http://d-nb.info/1120015030/34.

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Badali, Daniel Salvatore Verfasser], and R. J. Dwayne [Akademischer Betreuer] [Miller. "Structural Dynamics and Atomic Motion in Thin Films Studied by Ultrafast Electron Diffraction and Transient Optical Spectroscopy / Daniel Salvatore Badali ; Betreuer: R. J. Dwayne Miller." Hamburg : Staats- und Universitätsbibliothek Hamburg, 2016. http://nbn-resolving.de/urn:nbn:de:gbv:18-80896.

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45

SCOZZESE, FABRIZIO. "AN EFFICIENT PROBABILISTIC FRAMEWORK FOR SEISMIC RISK ANALYSIS OF STRUCTURAL SYSTEMS EQUIPPED WITH LINEAR AND NONLINEAR VISCOUS DAMPERS." Doctoral thesis, Università degli Studi di Camerino, 2018. http://hdl.handle.net/11581/429547.

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Seismic passive protection with supplemental damping devices represents an efficient strategy to produce resilient structural systems with improved seismic performances and notably reduced post-earthquake consequences. Such strategy offers indeed several advantages with respect to the ordinary seismic design philosophy: structural damages are prevented; the safety of the occupants is ensured and the system remains operational both during and right after the earthquake; no major retrofit interventions are needed but only a post-earthquake inspection (and if necessary, replacement) of dissipatio

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Schulz, Karl Wayne. "Numerical prediction of the hydrodynamic loads and motions of offshore structures /." Digital version accessible at:, 1999. http://wwwlib.umi.com/cr/utexas/main.

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González, Ignacio. "Study and Application of Modern Bridge Monitoring Techniques." Licentiate thesis, KTH, Bro- och stålbyggnad, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-48583.

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The field of monitoring is one of rapid development. Advances in sensor technologies, in data communication paradigms and data processing algorithms all influence the possibilities of Structural Health Monitoring, damage detection, traffic monitoring and other implementations of monitoring systems. Bridges are a very critical part of a country’s infrastructure, they are expensive to build and maintain, and many uncertainties surround important factors determining the serviceability and deterioration of bridges. As such, bridges are good candidates for monitoring. Monitoring can extend the serv

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Scheffler, Carl. "Articulated structure from motion." Thesis, University of the Western Cape, 2004. http://etd.uwc.ac.za/index.php?module=etd&action=viewtitle&id=init_2988_1177923873.

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The structure from motion (SfM) problem is that of determining 3-dimensional (3D) information of a scene from sequences of 2-dimensional (2D) images [59]. This information consists of object shape and motion and relative camera motion. In general, objects may undergo complex non-rigid motion and may be occluded by other objects or themselves. These aspects make the general SfM problem under-constrained and the solution subject to missing or incomplete data.

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Svensson, Fredrik. "Structure from Forward Motion." Thesis, Linköpings universitet, Bildbehandling, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-60136.

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This master thesis investigates the difficulties of constructing a depth map using one low resolution grayscale camera mounted in the front of a car. The goal is to produce a depth map in real-time to assist other algorithms in the safety system of a car. This has been shown to be difficult using the evaluated combination of camera position and choice of algorithms. The main problem is to estimate an accurate optical flow. Another problem is to handle moving objects. The conclusion is that the implementations, mainly triangulation of corresponding points tracked using a Lucas Kanade tracker, p

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Gonzalez, Ignacio. "Application of monitoring to dynamic characterization and damage detection in bridges." Doctoral thesis, KTH, Bro- och stålbyggnad, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-150804.

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The field of bridge monitoring is one of rapid development. Advances in sensor technologies, in data communication and processing algorithms all affect the possibilities of Structural Monitoring in Bridges. Bridges are a very critical part of a country’s infrastructure, they are expensive to build and maintain, and many uncertainties surround important factors determining their serviceability and deterioration state. As such, bridges are good candidates for monitoring. Monitoring can extend the service life and avoid or postpone replacement, repair or strengthening works. The amount of resourc

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