Thèses sur le sujet « Dynamic structural equation models »
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Ciraki, Dario. « Dynamic structural equation models : estimation and interference ». Thesis, London School of Economics and Political Science (University of London), 2007. http://etheses.lse.ac.uk/2937/.
Texte intégralJung, Kwang Hee. « Dynamic GSCA generalized structured component analysis : a structural equation model for analyzing effective connectivity in functional neuroimaging ». Thesis, McGill University, 2012. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=106488.
Texte intégralLa Modélisation par Équations Structurelles (MES) est souvent utilisée dans les études d'imagerie cérébrales fonctionnelles afin d'investiguer la connectivité effective. La modélisation de connectivité effective est une approche dans laquelle certaines régions cérébrales, appelées régions d'intérêts (RIs), sont spécifiquement sélectionnées à partir de connaissances établies sur ces régions, et des hypothèses sur les possibles liens directionnels (causals) entre les RIs sont formulées et testées. Par contre, les méthodes de MES existantes sont sérieusement limitées par leur capacité computationelle et le nombre et l'étendue des modèles qui peuvent être spécifiés. Afin d'adresser ces difficultés, je propose ici une nouvelle méthode de MES afin d'analyser la connectivité effective, appelée Analyse en Composantes Structurée Généralisée (ACSG) Dynamique. Cette méthode est une méthode basée sur les composantes, combinant la version originale des ACSGs et un modèle auto-régresseur multi-variable afin de tenir compte de la nature dynamique des données recueillies à différent temps. Les ACSG Dynamiques peuvent accommoder des modèles structurels plus complexes pour décrire les relations entre les RIs. De plus, comparé aux méthodes traditionnelles de MES, les ACSG Dynamiques sont moins susceptible de succomber aux difficultés computationelles, comme les solutions inappropriées et l'échec d'identification de modèle. Afin d'illustrer l'utilisation de la méthode proposée, des résultats d'études empiriques basées sur des données synthétiques et réelles sont présentées. Des extensions possibles des ACSG Dynamiques sont aussi discutées, incluant des composantes de plus haut niveau, la comparaison de plusieurs échantillons, l'analyse multi-niveau, et les interactions latentes.
Yang, Yang. « Two-dimensional dynamic analysis of functionally graded structures by using meshfree boundary-domain integral equation method ». Thesis, University of Macau, 2015. http://umaclib3.umac.mo/record=b3335354.
Texte intégralZhou, Lixing. « Dynamic generalized (multiple-set) structured canonical correlation analysis (dynamic GCANO) : a structural equation model for simultaneous analysis of multiple-subject effective connectivity in functional neuroimaging studies ». Thesis, McGill University, 2014. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=123190.
Texte intégralSuivant les méthodes d'imagerie fonctionnelle cérébrale, une connectivité efficace est définie comme influence dépendant de causalité temporelle qu'une certaine région d'intérêt du cerveau (ROI) exerce sur une autre. La modélisation par équation structurelle (SEM) est régulièrement utilisée pour analyser la connectivité efficace. Ces dernières années, diverses méthodes de SEM ont été proposées pour la modélisation de la connectivité efficace. Cependant, il y a eu peu de tentative pour développer des méthodes de SEM pour analyser les modèles communs de connectivité efficace sur-sujets, malgré la prédominance de recherche sur des sujets multiples pour analyser la connectivité efficace. Cette thèse propose une méthode qui comble cette lacune. Cette méthode est appelée dynamique généralisée (multiples ensemble) structuré l'analyse de corrélation canonique (dynamique GCANO). Elle combine généralisée (multiples ensemble) structuré l'analyse de corrélation canonique (GCANO) avec multivariée des séries chronologiques autorégressif dans un cadre unifié. Cette thèse commence par un bref sommaire sur les techniques existantes de SEM et souligne leurs limites pour analyser les données de plusieurs sous réserve pour la connectivité efficace, ce qui a mené à développer la dynamique GCANO. Les techniques de base de la méthode proposée sont ensuite énumérées, y compris les spécifications du cadre de modélisation et un critère d'optimisation pour l'estimation de paramètres, qui est réduit par alternant algorithme des moindres carrés. L'efficacité du dynamique GCANO est démontrée par l'analyse des ensembles de données synthétiques et réels. Les données synthétiques montrent une récupération raisonnable de paramètre par la méthode proposée, alors que les données réelles montrent l'utilité de la méthode dans les recherches empiriques. Plusieurs fonctionnalités du dynamique sont mises en évidence par le biais de ces exemples. En conclusion, la thèse propose des extensions possibles de la méthode proposée.
Hu, Shanshan. « AFFECT, MOTIVATION, AND ENGAGEMENT IN THE CONTEXT OF MATHEMATICS EDUCATION : TESTING A DYNAMIC MODEL OF INTERACTIVE RELATIONSHIPS ». UKnowledge, 2018. https://uknowledge.uky.edu/edp_etds/71.
Texte intégralHan, Sukho Brown D. Scott. « The impact analysis of structural change in Korean agriculture with respect to the Korean-United States free trade agreement dynamic simultaneous equation model approach / ». Diss., Columbia, Mo. : University of Missouri--Columbia, 2009. http://hdl.handle.net/10355/6969.
Texte intégralBocaccio, Alessandro Antunes. « A inteligência como capacidade dinâmica : uma relação entre processo de monitoramento de ambiente externo e vantagem competitiva ». reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2016. http://hdl.handle.net/10183/163858.
Texte intégralOrganizations are exposed to an increasing amount and variability of information. The ability to anticipate trends and adapt to the environment becomes, besides a source of competitive advantage, a necessary factor for survival. In this reality, organizations frequently present difficulties in reading their environment and adapting to them. We believe in the need to develop an internal capacity of the organization for the monitoring of the environment to be established, as well as analysis of opportunities, planning of actions of improvement and reconfiguration of the organization. This study sought to verify the relationship of Intelligence - as a process of monitoring the environment - as a Dynamic Capabilities, and how this can contribute to the generation of competitive advantage. A research model was created, using the models of Rios (2010) and Teece (2014), relating the concepts of Dynamic Intelligence and Capacity, and these with the Competitive Advantage. By means of a questionnaire, a Survey Research was conducted, where responses were collected from employees and / or partners of Brazilian companies, regardless of size or segment. For the analysis, it was used the Modeling of Structural Equations, and it was possible to demonstrate that the Intelligence influences positively in the Dynamic Capacities of the Transforming subgroup, in the Strategy and the Competitive Advantage. In this way the developed model, having presented good reliability and adhesion, can also be validated.
Konarski, Roman. « Sensitivity analysis for structural equation models ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq22893.pdf.
Texte intégralCerqueira, Pedro Henrique Ramos. « Structural equation models applied to quantitative genetics ». Universidade de São Paulo, 2015. http://www.teses.usp.br/teses/disponiveis/11/11134/tde-05112015-145419/.
Texte intégralModelos causais têm sido muitos utilizados em estudos em diferentes áreas de conhecimento, a fim de compreender as associações ou relações causais entre variáveis. Durante as últimas décadas, o uso desses modelos têm crescido muito, especialmente estudos relacionados à sistemas biológicos, uma vez que compreender as relações entre características são essenciais para prever quais são as consequências de intervenções em tais sistemas. Análise do grafo (AG) e os modelos de equações estruturais (MEE) são utilizados como ferramentas para explorar essas relações. Enquanto AG nos permite buscar por estruturas causais, que representam qualitativamente como as variáveis são causalmente conectadas, ajustando o MEE com uma estrutura causal conhecida nos permite inferir a magnitude dos efeitos causais. Os MEE também podem ser vistos como modelos de regressão múltipla em que uma variável resposta pode ser vista como explanatória para uma outra característica. Estudos utilizando MEE em genética quantitativa visam estudar os efeitos genéticos diretos e indiretos associados aos indivíduos por meio de informações realcionadas aos indivíduas, além das característcas observadas, como por exemplo o parentesco entre eles. Neste contexto, é tipicamente adotada a suposição que as características observadas são relacionadas linearmente. No entanto, para alguns cenários, relações não lineares são observadas, o que torna as suposições mencionadas inadequadas. Para superar essa limitação, este trabalho propõe o uso de modelos de equações estruturais de efeitos polinomiais mistos, de segundo grau ou seperior, para modelar relações não lineares. Neste trabalho foram desenvolvidos dois estudos, um de simulação e uma aplicação a dados reais. O primeiro estudo envolveu a simulação de 50 conjuntos de dados, com uma estrutura causal completamente recursiva, envolvendo 3 características, em que foram permitidas relações causais lineares e não lineares entre as mesmas. O segundo estudo envolveu a análise de características relacionadas ao gado leiteiro da raça Holandesa, foram utilizadas relações entre os seguintes fenótipos: dificuldade de parto, duração da gestação e a proporção de morte perionatal. Nós comparamos o modelo misto de múltiplas características com os modelos de equações estruturais polinomiais, com diferentes graus polinomiais, a fim de verificar os benefícios do MEE polinomial de segundo grau ou superior. Para algumas situações a suposição inapropriada de linearidade resulta em previsões pobres das variâncias e covariâncias genéticas diretas, indiretas e totais, seja por superestimar, subestimar, ou mesmo atribuir sinais opostos as covariâncias. Portanto, verificamos que a inclusão de um grau de polinômio aumenta o poder de expressão do MEE.
Jung, Sunho. « Regularized structural equation models with latent variables ». Thesis, McGill University, 2009. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=66858.
Texte intégralDans les modèles d'équations structurales avec des variables latentes, l'estimation demaximum devraisemblance est la méthode d'estimation la plus utilisée. Par contre, la méthode de maximum devraisemblance souvent ne réussit pas á fournir des solutions exactes, par exemple lorsque les échantillons sont petits, les données ne sont pas normale, ou lorsque le modèle est mal specifié. L'estimation des moindres carrés á deux-phases est asymptotiquement sans distribution et robuste contre mauvaises spécifications, mais elle manque de robustesse quand les chantillons sont petits. Afin de surmonter les trois difficultés mentionnés ci-dessus et d'obtenir une estimation plus exacte, des extensions régularisées des moindres carrés á deux phases sont proposé á qui incorporent directement un type de régularisation dans les modèles d'équations structurales avec des variables latentes. Deux études de simulation et deux applications empiriques démontrent que la méthode propose est une alternative prometteuse aux méthodes de maximum vraisemblance et de l'estimation des moindres carrés á deux-phases. Un paramètre de régularisation valeur optimale a été trouvé par la technique de validation croisé d'ordre K. Une méthode non-paramétrique Bootstrap est utilisée afin d'évaluer la stabilité des solutions. Une mesure d'adéquation est utilisée pour estimer l'adéquation globale.
Codd, Casey L. « Nonlinear Structural Equation Models : Estimation and Applications ». The Ohio State University, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=osu1301409131.
Texte intégralPfleger, Phillip Isaac. « Exploring Fit for Nonlinear Structural Equation Models ». BYU ScholarsArchive, 2019. https://scholarsarchive.byu.edu/etd/7370.
Texte intégralLievin-Lieven, Nicholas Andrew John. « Validation of structural dynamic models ». Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/46413.
Texte intégralFonseca, Jose Manuel Rios. « Uncertainty in structural dynamic models ». Thesis, Swansea University, 2005. https://cronfa.swan.ac.uk/Record/cronfa42563.
Texte intégralChiu, Y. D. « Exploratory studies for Gaussian process structural equation models ». Thesis, University College London (University of London), 2014. http://discovery.ucl.ac.uk/1437626/.
Texte intégralMorris, Nathan J. « Multivariate and Structural Equation Models for Family Data ». Case Western Reserve University School of Graduate Studies / OhioLINK, 2009. http://rave.ohiolink.edu/etdc/view?acc_num=case1247004562.
Texte intégralYuan, Yiyong Kolenikov Stanislav. « Empirical likelihood approach estimation of structural equation models ». Diss., Columbia, Mo. : University of Missouri--Columbia, 2007. http://hdl.handle.net/10355/5029.
Texte intégralJin, Shaobo. « Essays on Estimation Methods for Factor Models and Structural Equation Models ». Doctoral thesis, Uppsala universitet, Statistiska institutionen, 2015. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-247292.
Texte intégralMeissen, Emily Philomena, et Emily Philomena Meissen. « Invading a Structured Population : A Bifurcation Approach ». Diss., The University of Arizona, 2017. http://hdl.handle.net/10150/625610.
Texte intégralHwang, Heungsun 1969. « Structural equation modeling by extended redundancy analysis ». Thesis, McGill University, 2000. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=36954.
Texte intégralZeileis, Achim, Friedrich Leisch, Christian Kleiber et Kurt Hornik. « Monitoring structural change in dynamic econometric models ». SFB Adaptive Information Systems and Modelling in Economics and Management Science, WU Vienna University of Economics and Business, 2002. http://epub.wu.ac.at/1296/1/document.pdf.
Texte intégralSeries: Report Series SFB "Adaptive Information Systems and Modelling in Economics and Management Science"
Song, Yang. « A Livable City Study in China Using Structural Equation Models ». Thesis, Uppsala universitet, Statistiska institutionen, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-154775.
Texte intégralGheno, Gloria. « Structural equation models with interacting mediators : theory and empirical results ». Doctoral thesis, Università degli studi di Padova, 2015. http://hdl.handle.net/11577/3423937.
Texte intégralNegli ultimi decenni i ricercatori hanno focalizzato la loro attenzione sull'analisi di modelli SEM con effetti non lineari che coinvolgono variabili esogene, ossia che non sono linearmente dipendenti da altre variabili. I principali problemi studiati sono il processo di stima, la scelta degli indicatori per i termini non lineari quando le variabili sono non osservate e la possibilità di distinguere i modelli con interazione dai modelli curvilinei, non prendendo in considerazione l'analisi causale. Introduco in questa tesi i termini non lineari che coinvolgono variabili endogene nel modello SEM con 2 mediatori. Focalizzo la mia attenzione sull'interazione e, come suo caso particolare, sugli effetti curvilinei. Questa analisi viene effettuata sia con le variabili osservate sia con le variabili non osservate o latenti. Per esaminare l'analisi causale, propongo due approcci diversi e li confronto utilizzando i dati simulati con differenti dimensioni del campione e con diverse covarianze tra i 2 mediatori. Ho trovato che il modello con la teoria causale di Pearl (2012) e con l'interazione esogena, cioè che non dipende linearmente da altre variabili, è preferibile per la sua semplicità richiedendo un campione di dimensioni più piccole. La teoria di Pearl può essere applicata a modelli molto generali e quindi presenta problemi quando i mediatori sono correlati data la variabile mediata.Per applicare questa teoria propongo una formula da me modificata. Propongo una procedura per riconoscere il vero modello dando questo approccio buoni risultati sia per modelli con interazione sia per modelli curvilinei. Infine dal punto di vista gestionale, utilizzando il modello con l'interazione esogena e con la teoria causale modificata di Pearl, dimostro che, in un contesto di soddisfazione del cliente, le emozioni positive e le emozioni negative influenzano "congiuntamente" il comportamento futuro. Essendo le emozioni a loro volta influenzate dal design del ristorante, i manager possono utilizzarlo per migliorare la fidelizzazione dei clienti sia direttamente che indirettamente e indurre congiuntamente più emozioni positive e meno quelle negative. In questo modo un modello con i mediatori che interagiscono può aiutare a comprendere meglio il comportamento dei clienti
Garcia, Jose Vincente. « Development of valid models for structural dynamic analysis ». Thesis, Imperial College London, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.501415.
Texte intégralStiles, Peter A. « Improvement of structural dynamic models via system identification ». Thesis, Virginia Tech, 1988. http://hdl.handle.net/10919/44086.
Texte intégralMaster of Science
ZAMBELLI, MICHELA. « INVESTIGATING DYNAMICS OF CHANGE OF PSYCHOLOGICAL PROCESSES WITHIN A COMPLEXITY FRAMEWORK : APPLICATION TO THE MEANING-MAKING PROCESS ». Doctoral thesis, Università Cattolica del Sacro Cuore, 2023. http://hdl.handle.net/10280/134702.
Texte intégralThis doctoral thesis aims to open a reflection on how to measure dynamics of change of psychological processes by presenting an application of the complexity framework to the meaning-making process. The first chapter fronts the challenge of how to conceptualize the meaning-making process, by conducting a systematic review of the literature that led toward the formulation of a new integrated conceptual definition of meaning-making. The second chapter presents the development of a new self-report measure of meaning in life (SMILE; situational meaning in life evaluation) that has been validated in a national representative sample and in a sample of emerging and young adults. The third chapter deals with the challenge of how to investigate the dynamics of change of the meaning-making process in the daily life by applying two state-of-the-art data analysis approaches, the Dynamic Structural Equation Models (DSEM) and the Multilevel Network Psychometric approach. Data from emerging and young adults were collected with a measurement burst design made of two daily diary studies during the COVID-19 pandemic. The role of individual factors (transitive condition in love and work), situational factors (positive vs negative events), and contextual factors (pandemic) as activators of the meaning-making process has also been investigated.
Rockwood, Nicholas John. « Estimating Multilevel Structural Equation Models with Random Slopes for Latent Covariates ». The Ohio State University, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=osu1554478681581538.
Texte intégralAlawneh, Zakaria Mohammad. « A numerical method for solving certain nonlinear integral equations arising in age-structured populations dynamics ». Diss., The University of Arizona, 1990. http://hdl.handle.net/10150/184984.
Texte intégralBarth, Volker. « Integrated assessment of climate change using structural dynamic models ». Hamburg : Max-Planck-Inst. für Meteorologie, 2003. http://deposit.ddb.de/cgi-bin/dokserv?idn=968535933.
Texte intégralFotsch, Daniel Wesley. « Development of valid FE models for structural dynamic design ». Thesis, Imperial College London, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.367597.
Texte intégralCorreÌ‚a, Wilson Luiz Rotatori. « Dynamic structural econometric models and high inflation in Brazil ». Thesis, University of Southampton, 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.442787.
Texte intégralFarmer, G. Lawrence. « Using structural equation modeling to asses two theoretical models that explain dropout ». FIU Digital Commons, 1996. http://digitalcommons.fiu.edu/etd/3252.
Texte intégralPreacher, Kristopher J. « The Role of Model Complexity in the Evaluation of Structural Equation Models ». The Ohio State University, 2003. http://rave.ohiolink.edu/etdc/view?acc_num=osu1054130634.
Texte intégralEthington, Corinna A. « The robustness of LISREL estimates in structural equation models with categorical data ». Diss., Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/54504.
Texte intégralPh. D.
Banerjee, Paromita. « Numerical Methods for Stochastic Differential Equations and Postintervention in Structural Equation Models ». Case Western Reserve University School of Graduate Studies / OhioLINK, 2021. http://rave.ohiolink.edu/etdc/view?acc_num=case1597879378514956.
Texte intégralHu, Shuangwei. « Dynamics of Discrete Curves with Applications to Protein Structure ». Doctoral thesis, Uppsala universitet, Teoretisk fysik, 2013. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-199987.
Texte intégralFalzon, Christopher. « Pattern solver for the static and dynamic analysis of framework models / ». [Hong Kong : University of Hong Kong], 1985. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12315588.
Texte intégralSoucy, Michelle D. « A factor analytic investigation of the dynamics of autism, a structural equation model of diagnostic symptoms ». Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape10/PQDD_0031/NQ38508.pdf.
Texte intégralDuarte, Maria Lucia Machado. « Experimentally-derived structural models for use in further dynamic analysis ». Thesis, Imperial College London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.338659.
Texte intégralZheng, Liying. « Operating Room Version of Safety Attitudes Questionnaire – An Analysis Using Structural Equation Models ». Thesis, Uppsala universitet, Statistiska institutionen, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-175920.
Texte intégralLegare, Jonathan Charles. « Study of Structural Equation Models and their Application to Fitchburg Middle School Data ». Digital WPI, 2009. https://digitalcommons.wpi.edu/etd-theses/101.
Texte intégralCheevatanarak, Suchittra. « A Comparison of Multivariate Normal and Elliptical Estimation Methods in Structural Equation Models ». Thesis, University of North Texas, 1999. https://digital.library.unt.edu/ark:/67531/metadc278401/.
Texte intégralRoithmayr, 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/.
Texte intégralBauchau, Olivier, Committee Member ; Hodges, Dewey, Committee Chair ; Singhose, William, Committee Member ; Costello, Mark, Committee Member ; Flannery, Raymond, Committee Member.
McKenzie, Kirsten. « Exploring first year academic success through structural equation modelling ». Thesis, Queensland University of Technology, 2002. https://eprints.qut.edu.au/36788/2/36788_Digitised%20Thesis.pdf.
Texte intégralFoliente, Greg C. « Stochastic dynamic response of wood structural systems ». Diss., This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-05042006-164535/.
Texte intégralRydström, Sara. « Regularization of Parameter Problems for Dynamic Beam Models ». Licentiate thesis, Växjö University, School of Mathematics and Systems Engineering, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-7367.
Texte intégralThe field of inverse problems is an area in applied mathematics that is of great importance in several scientific and industrial applications. Since an inverse problem is typically founded on non-linear and ill-posed models it is a very difficult problem to solve. To find a regularized solution it is crucial to have a priori information about the solution. Therefore, general theories are not sufficient considering new applications.
In this thesis we consider the inverse problem to determine the beam bending stiffness from measurements of the transverse dynamic displacement. Of special interest is to localize parts with reduced bending stiffness. Driven by requirements in the wood-industry it is not enough considering time-efficient algorithms, the models must also be adapted to manage extremely short calculation times.
For the developing of efficient methods inverse problems based on the fourth order Euler-Bernoulli beam equation and the second order string equation are studied. Important results are the transformation of a nonlinear regularization problem to a linear one and a convex procedure for finding parts with reduced bending stiffness.
Pan, Fan. « Influencing Factors on the Health of Chinese Elderly - An Analysis using Structural Equation Models ». Thesis, Uppsala universitet, Statistiska institutionen, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-175909.
Texte intégralConsolini, Laura. « Structural glass between design, tests and models ». Doctoral thesis, Università Politecnica delle Marche, 2011. http://hdl.handle.net/11566/241923.
Texte intégralThe research activity has been con gured as an investigation on structural glass. Glass is a new material if placed in the field of structural materials, because until recently it was used mainly for glazing and/or curtain walls. Instead, in recent years, we have seen that the glass is increasingly used for structural parts, such as flooring, staircases, balustrades, canopies, roofing, etc. In all these cases, the glass has to behave as a building material for all purposes, such as concrete or steel. Looking at it from this point of view, it is evident the need and the utility of regulations in the calculation of structural glass. In this regard, we considered the standards present in European and Italian systems. In recent years, the need in Italy for comprehensive legislation on the structural glass (as already present in many European countries) is very urgent, without having to resort each time to the universe of UNI, very complete, but just as widespread. Thus, to elaborate a standard unified document, a voluntary committee has set up at the CNR for the drafting of these regulations, and here we joined in the "models" group. Our investigation, however, focused on the characterization of structural glass as widely as possible, looking from the point of view of design, testing of materials, mathematical models. The design has focused on research and development of a structural element, easy to produce and sell in different configurations and solutions. The choice was on the design of a truss made of glass and stainless steel. Key features of this element are: modularity, since the beam consists of a base module repeatable until a total length of 6.90 m, the possibility of curve configurations, since the elements of the basic module can rotate mutually, and the portability, since turning the elements, the module will "flatten out" and can be transported more easily. The beam has been studied in terms of static and dynamic conditions in various configurations and at the end of the design was merged in an Italian patent. Regarding the tests on structural glass, we conducted tests in both static and dynamic eld. In statics, we have performed simple compression tests, first without necessary equipment for displacement data and then adding the instrumentation. In this way we could analyze the failure mechanism of glass, noting that our samples of laminated glass (consisting of three layers of glass) do not undergo brittle failure, but in the stress-strain graph a kind of plastic landing appeared, due to presence of PVB. The dynamic tests have taken place with the use of accelerometers and manual hammering, and then by the use of a laser vibrometer. The main aim of these tests was to understand the behavior of the interlayer and its mechanical properties. Using different methods of dynamic identification, we obtained the modal parameters, such as the natural frequencies, the modal damping and the mode shapes. The tests involved three different typologies of samples: a monolithic glass, a laminated glass composed by two layers of glass and a laminated glass composed by three layers of glass. As expected, the monolithic glass behaves just like a beam in free vibration. The two-layer sample behaves at first modes as if the PVB will achieve a perfectly rigid connection between the layers of glass, thus making the behavior similar to that of a monolithic beam. The three-layer sample has some behavior anomalies, because its frequencies are lower than those of the two-layer sample, instead of increasing. We searched in literature some possible explanations for this phenomenon, arguing that the factor "temperature" is one that most a ects the behavior of PVB. The three-layer sample was the only one that undergo cycles of considerable temperature variations, and it is possible a behavior change due to temperature. Last exposed issue was the treatment of laminated glass from theoretical point of view. Using the method of asymptotic expansion, we obtained the natural frequencies of a multi-layer element composed by linear elastic materials with strong contrast in mechanical properties, such as glass and PVB. With the use of a small parameter, [epsilon], we described the limit behavior of the multi-layer, identifying its pulsations at low and medium frequencies. This was achieved using two different asymptotic expansions for the pulsation [omega]. In conclusion, we conducted an investigation into the structural glass as wide as possible, touching on various themes and trying to raise many issues to make the glass more and more similar to a building material for all purposes.
Habib, Abdulrahman. « A Smart Tale : An Examination of the Smart City Phenomena through the Lens of a Case Study ». Thesis, University of North Texas, 2019. https://digital.library.unt.edu/ark:/67531/metadc1538676/.
Texte intégralVACCA, GIANMARCO. « Redundancy Analysis Models with Categorical Endogenous Variables : New Estimation Techniques Based on Vector GLM and Artificial Neural Networks ». Doctoral thesis, Università degli Studi di Milano-Bicocca, 2017. http://hdl.handle.net/10281/158304.
Texte intégralStructural Equation Models with latent variables have considerably developed in recent years. Starting from the pioneers of the two most prominent ways of defining models with latent variables, namely Covariance Structure Analysis and Component Analysis, with LISREL and PLS-PM as the most famous techniques, several extensions and improvements have been put forward. Moreover, for Redundancy Analysis models, which are part of the Component Analysis framework, but have only observed endogenous variables, new methods have been proposed in literature to deal with more than one group of exogenous observed variables, with simple linear equations and a unified optimization problem. One main criticism, that has been dealt with recently in new strands of literature regarding Structural Equation Modeling, is the partial inability of these systems of linear equations to deal with categorical indicators. Several methods have been proposed, in PLS-PM and LISREL respectively, either related to Optimal Scaling, or adapting the EM algorithm to the particular case under examination. In the Redundancy Analysis framework, with only observed endogenous variables, the possibility of extending the estimation procedures to a qualitative setting is considerably less hampered by model restrictions, even more so in the Extended Redundancy Analysis model, with more than one block of exogenous variables. This work will hence present a new estimation of Extended Redundancy Analysis models in presence of binary or categorical endogenous variables, with two main estimation techniques: Iterated Reweighed Least Squares, and Gradient Descent with backpropagation in an Artificial Neural Network architecture. For the latter, recent developments in Structural Equation Models in the neural networks setting will be firstly examined, and the new technique will be subsequently introduced.