Littérature scientifique sur le sujet « Higher-order structural model »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Sommaire
Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « Higher-order structural model ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Articles de revues sur le sujet "Higher-order structural model"
Lee, Craig, Rob Hallak et Shruti R. Sardeshmukh. « Innovation, entrepreneurship, and restaurant performance : A higher-order structural model ». Tourism Management 53 (avril 2016) : 215–28. http://dx.doi.org/10.1016/j.tourman.2015.09.017.
Texte intégralCompagnoni, Adriana B., et Benjamin C. Pierce. « Higher-order intersection types and multiple inheritance ». Mathematical Structures in Computer Science 6, no 5 (octobre 1996) : 469–501. http://dx.doi.org/10.1017/s0960129500070043.
Texte intégralZhan, Peida, Wenchao Ma, Hong Jiao et Shuliang Ding. « A Sequential Higher Order Latent Structural Model for Hierarchical Attributes in Cognitive Diagnostic Assessments ». Applied Psychological Measurement 44, no 1 (4 mars 2019) : 65–83. http://dx.doi.org/10.1177/0146621619832935.
Texte intégralWatson-Brown, Natalie, Bridie Scott-Parker et Teresa Senserrick. « Higher order training supporting competence, autonomy, relatedness (HOT-CAR) : A model to improve learner drivers' higher order skills ». Transportation Research Part F : Traffic Psychology and Behaviour 80 (juillet 2021) : 79–89. http://dx.doi.org/10.1016/j.trf.2021.03.013.
Texte intégralPavlov, I. S., et A. V. Muravieva. « A 3D HIGHER-ORDER GRADIENT MODEL FOR A HALF-SPACE GEOMEDIUM ». Problems of Strength and Plasticity 84, no 4 (2022) : 480–92. http://dx.doi.org/10.32326/1814-9146-2022-84-4-480-492.
Texte intégralHaack, Alexander, Justine R. Bissonnette, Christian Ieritano et W. Scott Hopkins. « Improved First-Principles Model of Differential Mobility Using Higher Order Two-Temperature Theory ». Journal of the American Society for Mass Spectrometry 33, no 3 (31 janvier 2022) : 535–47. http://dx.doi.org/10.1021/jasms.1c00354.
Texte intégralInnes, Graeme. « Higher-order structural constraints for improved optimization of nonuniform helical antennas ». Facta universitatis - series : Electronics and Energetics 33, no 4 (2020) : 531–51. http://dx.doi.org/10.2298/fuee2004531i.
Texte intégralKrüger, Cristiane, et Italo Fernando Minello. « Structural model of employee behavior measurement ». Revista de Negócios 24, no 1 (5 juin 2019) : 35. http://dx.doi.org/10.7867/1980-4431.2019v24n1p35-56.
Texte intégralFu, Bo, et Fu-Tai Zhang. « A dual-explicit model-based integration algorithm with higher-order accuracy for structural dynamics ». Applied Mathematical Modelling 110 (octobre 2022) : 513–41. http://dx.doi.org/10.1016/j.apm.2022.06.005.
Texte intégralKarpik, Anna, Francesco Cosco et Domenico Mundo. « Higher-Order Hexahedral Finite Elements for Structural Dynamics : A Comparative Review ». Machines 11, no 3 (24 février 2023) : 326. http://dx.doi.org/10.3390/machines11030326.
Texte intégralThèses sur le sujet "Higher-order structural model"
Niblett, Samuel Peter. « Higher order structure in the energy landscapes of model glass formers ». Thesis, University of Cambridge, 2018. https://www.repository.cam.ac.uk/handle/1810/277582.
Texte intégralCollins, Justin A. Valentine Jerry. « Higher-order thinking in the high-stakes accountability era linking student engagement and test performance / ». Diss., Columbia, Mo. : University of Missouri-Columbia, 2009. http://hdl.handle.net/10355/6769.
Texte intégralGiorgidze, George. « First-class models : on a noncausal language for higher-order and structurally dynamic modelling and simulation ». Thesis, University of Nottingham, 2012. http://eprints.nottingham.ac.uk/12554/.
Texte intégralNishida, Pedro Pio Rosa. « Estruturas inteligentes aplicadas ao controle ativo de ruído de alta ordem em dutos ». Universidade Federal de Uberlândia, 2012. https://repositorio.ufu.br/handle/123456789/14908.
Texte intégralIn this study the possible use of smart structures for noise control in a higher order acoustic duct was considered. The best option for this control was the use of axial splitters in the duct in order to prevent higher order mode propagation. It is possible to perform the active noise control in each splitter section by using a single channel control system. The use of smart structures takes advantage of the splitter plate and uses it as the control source, which substitutes the traditional loudspeakers used in active noise control systems. In order to evaluate the possibility of the noise control using smart structures, an analytical model of a thin plate with piezoelectric actuators was built then the acoustic field generated by this vibrating structure inside of the duct was obtained. However, to obtain the acoustic field inside an splitted duct, a numerical method such as the Component Mode Synthesis has to be used. Using the equation of the acoustic field generated in the duct by the plate, it was possible to obtain the acoustic field inside the splitted duct. After that, the active noise control simulations for harmonic excitations were performed and the influence of the size of the plate excited by the PZT actuators was studied. Finally the active control for random noise was simulated, in which the number of actuators in the plate was changed. In conclusion, it is possible to say that the smart structures can be used in active noise control of ducts with splitters and the advantages and disadvantages of the conveyed technique were presented.
Neste trabalho, foi estudada a proposta da utilização de estruturas inteligentes para o controle de ruído em um duto acústico com propagação de modos de alta ordem. A técnica mais adequada para este controle foi o particionamento do duto a fim de planificar as ondas que se propagam. Nesta região particionada, é possível realizar o controle ativo de ruído utilizando apenas um sensor e um atuador para cada lado da partição. A aplicação das estruturas inteligentes é proposta no sentido de aproveitar a placa particionadora para que, com a sua vibração, atuará como a fonte secundária necessária para o controle. Para a avaliação da possibilidade de controle utilizando esta técnica, primeiramente foi modelado o comportamento de uma placa instrumentada com atuadores piezoelétricos e, em seguida, obtida a modelagem analítica do campo sonoro gerado por uma estrutura vibrante no interior de um duto. Porém, a obtenção do campo acústico em um duto particionado não é facilmente obtido, sendo, então, realizada através da técnica de Síntese Modal de Componentes. Utilizando as equações do duto excitado por uma estrutura vibrante na técnica de síntese modal, foi possível obter campo acústico gerado no interior de um duto particionado. A partir disto, foram realizados simulações de controle ativo de ruído variando o trecho da placa a ser excitado para tons puros e para ruídos de banda estreita. Nesta última situação também foi avaliada a influência da quantidade de atuadores instalados. Concluiu-se deste trabalho que é possível a utilização de estruturas inteligentes no controle ativo de ruído em dutos particionados, sendo apresentadas suas vantagens e desvantagens.
Mestre em Engenharia Mecânica
Karagiannis, Dionysios. « The bispectrum of Large Scale Structures : modelling, prediction and estimation ». Doctoral thesis, Università degli studi di Padova, 2018. http://hdl.handle.net/11577/3427289.
Texte intégralIn this thesis we study the higher-order statistics of Large Scale Structures (LSS). In particular, we examine the potential of the bispectrum (Fourier transform of the three-point correlator) of galaxies for both probing the non-linear regime of structure growth and setting constraints on primordial non-Gaussianity. The starting step is to construct accurate models for the power spectrum (Fourier transform of the two-point correlator) and bispectrum of galaxies by using the predictions of perturbation methods. In addition, the recent developments on the relation between dark matter and galaxy distributions (i.e. bias) are discussed and incorporated into the modelling, in order to have an accurate theoretical formalism on the galaxy formation. In order to build models that are as realistic as possible, we take into account additional non-linear effects, such as redshift space distortions. The analysis is mainly restricted to the large and intermediate scales, where the available perturbation theories have been heavily tested and give predictions that are in agreement with simulation and past LSS surveys. The reasoning for constructing accurate models for the non-linear gravitational evolution of galaxies is that, it is crucial to distinguish the primordial non-Gaussian (PNG) signal from the late time non-linearities. Furthermore, we investigate forecasted constraints on primordial non-Gaussianity and bias parameters from measurements of galaxy power spectrum and bispectrum in future radio continuum (EMU and SKA) and optical surveys (Euclid, DESI, LSST and SPHEREx). In the galaxy bispectrum modelling, we consider the bias expansion for non-Gaussian initial conditions up to second order, including trispectrum (Fourier transform of the four-point correlator) scale-dependant contributions, originating from the galaxy bias expansion, where for the first time we extend such correction to redshift space. We study the impact of uncertainties in the theoretical modelling of the bispectrum expansion and of redshift space distortions (theoretical errors), showing that they can all affect the final predicted bounds. We find that the bispectrum generally has a strong constraining power and can lead to improvements up to a factor ~5 over bounds based on the power spectrum alone. Our results show that constraints for local-type PNG can be significantly improved compared to current limits: future radio (e.g. SKA) and photometric surveys could obtain a measurement error on $f_{NL}^\text{loc}$, $\sigma(f_{NL}^\text{loc}) \approx 0.2-0.3$. More specifically, near future optical spectroscopic surveys, such as Euclid, will also improve over Planck by a factor of a few, while LSST will provide competitive constraints to radio continuum. In the case of equilateral PNG, galaxy bispectrum constraints are very weak, and current constraints could be tightened only if significant improvements in the redshift determinations of large volume surveys could be achieved. For orthogonal non-Gaussianity, expected constraints are comparable to the ones from Planck, e.g. $\sigma(f_{NL}^\text{ortho})\approx18$ for radio surveys. In the last part of the thesis we development a pipeline that measures the bispectrum from N-body simulations or galaxy surveys, which is based on the modal estimation formalism. This computationally demanding task is reduced from $O(N^6)$ operations to $O(N^3)$, where N is the number of modes per dimension inside the said simulation box or survey. The main idea of the modal estimator is to construct a suitable basis (``modes'') on the domain defined by the triangle condition and decompose on it the desired theoretical or observational bispectrum. This allows for massive data compression, making it an extremely useful tool for future LSS surveys. We show the results of tests performed to improve the performance of the pipeline and the convergence of the modal expansion. In addition, we present the measured bispectrum from a set of simulations with Gaussian initial condition, where the small amount of modes needed to accurately reconstruct the matter bispectrum shows the power of the modal expansion. The effective $f_{NL}$ value, corresponding to the bispectrum of the non-linear gravitational evolution, comes at no computational cost. In order to further test the pipeline, we proceed to measure the bispectrum of a few realisations with non-Gaussian initial conditions of the local type. We show that the modal decomposition can accurately separate the primordial signal, from the late-time non-Gaussianity, and put tight constraints on its amplitude.
Scussel, Oscar. « On the use of Volterra series in structural dynamics : contributions from input-output to output-only analysis and identification / ». Ilha Solteira, 2017. http://hdl.handle.net/11449/150506.
Texte intégralResumo: Muitas aplicações da engenharia envolvem estruturas essencialmente não-lineares onde várias técnicas têm sido recentemente estudadas e investigadas por muitos pesquisadores. Dentre as várias abordagems, as que usam séries de Volterra têm apresentado propriedades úteis para fornecer um melhor entendimento para identificação e análise. Neste contexto, a presente tese propõem novas contribuições em como usar as séries de Volterra para caracterização, identificação e análise dinâmica de sistemas não-lineares usando sinais de entrada e saída e sinais somente de saída. Inicialmente, apresenta-se uma metodologia para análise de sistemas mecânicos não-lineares através das funções de resposta em frequência de alta-ordem (HOFRFs) e o conceito de HOFRFs estendidas com dados apenas de saída é introduzido e descrito em detalhes. Após isso, uma abordagem para identificação de sistemas não-lineares com base nas séries de Volterra através da expansão na base ortonormal de Kautz é proposta. Essa técnica permite identificar os seus núcleos mais facilmente e permite separar as contribuições dos termos lineares e não-lineares usando somente sinais de saída. Além disso, uma metodologia para análise modal de sistemas fracamente não-lineares sujeito a excitações com vários níveis de amplitude é também apresentada. A contribuição desse novo método reside no fato de que as HOFRFs são simplesmente estimadas como função das FRFs lineares. Basicamente, essa metodologia estende o conceito ... (Resumo completo, clicar acesso eletrônico abaixo)
Abstract: Most recent engineering applications involve structures essentially nonlinear where several techniques have been recently studied and investigated by many researchers. Among them, the methods based on Volterra series expansion have presented powerful properties to provide a better understanding for identification and analysis. In this context, the present thesis proposes new contributions in how to use Volterra series for characterization, identification and dynamical analysis of nonlinear systems based on input and output signals and output-only signals. Initially, a methodology for analysis of nonlinear mechanical systems through higher-order frequency response functions (HOFRFs) is presented and the concept of extended HOFRFs based on output-only is introduced and described in detail. Afterwards, an approach for identification of nonlinear systems based on Volterra series through the expansion onto orthonormal Kautz basis is proposed. This technique allows to identify the Volterra kernels easily and enable to split the contribution of the linear and nonlinear terms using input-output as well as output-only signals. Furthermore, a methodology for modal analysis of weakly nonlinear systems under multilevel excitation is also proposed. The contribution of this new approach lies in the fact that HOFRFs are simply computed as functions of the linear FRFs. Basically, it extends the conventional experimental modal analysis methods in order to characterize and treat no... (Complete abstract click electronic access below)
Doutor
Scussel, Oscar [UNESP]. « On the use of Volterra series in structural dynamics : contributions from input-output to output-only analysis and identification ». Universidade Estadual Paulista (UNESP), 2017. http://hdl.handle.net/11449/150506.
Texte intégralApproved for entry into archive by Luiz Galeffi (luizgaleffi@gmail.com) on 2017-05-03T16:39:39Z (GMT) No. of bitstreams: 1 scussel_o_dr_ilha.pdf: 4308679 bytes, checksum: 08a1260ebbd5cc5320910fff695b1037 (MD5)
Made available in DSpace on 2017-05-03T16:39:39Z (GMT). No. of bitstreams: 1 scussel_o_dr_ilha.pdf: 4308679 bytes, checksum: 08a1260ebbd5cc5320910fff695b1037 (MD5) Previous issue date: 2017-03-27
Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
Muitas aplicações da engenharia envolvem estruturas essencialmente não-lineares onde várias técnicas têm sido recentemente estudadas e investigadas por muitos pesquisadores. Dentre as várias abordagems, as que usam séries de Volterra têm apresentado propriedades úteis para fornecer um melhor entendimento para identificação e análise. Neste contexto, a presente tese propõem novas contribuições em como usar as séries de Volterra para caracterização, identificação e análise dinâmica de sistemas não-lineares usando sinais de entrada e saída e sinais somente de saída. Inicialmente, apresenta-se uma metodologia para análise de sistemas mecânicos não-lineares através das funções de resposta em frequência de alta-ordem (HOFRFs) e o conceito de HOFRFs estendidas com dados apenas de saída é introduzido e descrito em detalhes. Após isso, uma abordagem para identificação de sistemas não-lineares com base nas séries de Volterra através da expansão na base ortonormal de Kautz é proposta. Essa técnica permite identificar os seus núcleos mais facilmente e permite separar as contribuições dos termos lineares e não-lineares usando somente sinais de saída. Além disso, uma metodologia para análise modal de sistemas fracamente não-lineares sujeito a excitações com vários níveis de amplitude é também apresentada. A contribuição desse novo método reside no fato de que as HOFRFs são simplesmente estimadas como função das FRFs lineares. Basicamente, essa metodologia estende o conceito de métodos convencionais de analise modal experimental para caracterizar e tratar efeitos não-lineares. Os resultados via exemplos numéricos e experimentais apresentados ao longo da tese mostram as contribuições, benefícios e eficácia da proposta.
Most recent engineering applications involve structures essentially nonlinear where several techniques have been recently studied and investigated by many researchers. Among them, the methods based on Volterra series expansion have presented powerful properties to provide a better understanding for identification and analysis. In this context, the present thesis proposes new contributions in how to use Volterra series for characterization, identification and dynamical analysis of nonlinear systems based on input and output signals and output-only signals. Initially, a methodology for analysis of nonlinear mechanical systems through higher-order frequency response functions (HOFRFs) is presented and the concept of extended HOFRFs based on output-only is introduced and described in detail. Afterwards, an approach for identification of nonlinear systems based on Volterra series through the expansion onto orthonormal Kautz basis is proposed. This technique allows to identify the Volterra kernels easily and enable to split the contribution of the linear and nonlinear terms using input-output as well as output-only signals. Furthermore, a methodology for modal analysis of weakly nonlinear systems under multilevel excitation is also proposed. The contribution of this new approach lies in the fact that HOFRFs are simply computed as functions of the linear FRFs. Basically, it extends the conventional experimental modal analysis methods in order to characterize and treat nonlinear effects. The results based on numerical and experimental examples presented along the thesis show the contributions, benefits and effectiveness of the proposal.
FAPESP: 2012/09135-3
CNPq: 47058/2012-0
CNPq: 203610/2014-8
Gazzo, Salvatore. « Characterisation of the mechanical behaviour of networks and woven fabrics with a discrete homogenization model ». Thesis, Lyon, 2019. http://www.theses.fr/2019LYSET006/document.
Texte intégralIn the past decades there has been an impressive progress in the development of new materials for mechanical related applications. New generations of composites have been developed, that can offer advantages over the unidirectional fibre-reinforced mats commonly used then materials take the name of woven fabrics. The behaviour of this material is strongly influenced by the micro-structure of the material. In the thesis mechanical models and a numerical scheme able to model the mechanical behaviour of woven fabrics and general network materials have been developed. The model takes in to account the micro-structure by means of a homogenization technique. The fibres in the network have been treated like microbeams, having both extensional and bending stiffness, with different types of connection, according to the pattern and detail of the network. The developed procedure was applied for obtaining the homogenized mechanical models for some types of biaxial and quadriaxial networks of fibres, simulating either fibre nets (in this case rigid connection were assumed among the fibres) or tissues with negligible interaction between the fibre bundles, and with relative sliding prevented (in this case the connections were simulated by means of pivots). Different geometries were analysed, including the cases in which the fibres are not orthogonal. A first gradient medium is usually obtained but, in some cases, the homogenization procedure itself indicates that a higher order continuum is better fit to represent the deformation of the micro-structure. Special results were obtained for the case of fibres connected by pivots. In this cases an orthotropic material with zero shear modulus was obtained. Such a material has a not elliptic constitutive tensor, thus it can lead to strain concentrations. However, it was shown that some considerations about the physical behaviour of such networks indicated that higher order terms had to be included in the expansion of the internal forces and deformations, so that a strain gradient material was obtained. The results obtained can be used for the design of specific materials requiring ad-hoc properties. Although the reference model is a network material, the results obtained can be applied to other similar kinds of microstructures, like pantographic materials, micro devices composed by microbeams etc. They have been limited at the range of linear elasticity, that is small deformation and linear elastic behaviour. Then, numerical simulations were focused on extension tests and bias tests. The obtained deformed configurations are consistent with the literature experimental tests, both for balanced and unbalanced tissues. Moreover, a comparison between first and second gradient numerical predictions was performed. It was observed that second gradient predictions better simulate the experimental evidences
Yu, Hao-wei, et 俞皓維. « Model Competition of Higher-order Spatial Factor Structures with Comparisons between Parameter Estimation Methods ». Thesis, 2011. http://ndltd.ncl.edu.tw/handle/fzcc2t.
Texte intégral國立臺灣科技大學
數位學習與教育研究所
99
The purpose of the study is to find the best and the most parsimonius explanatory model for the standardized spatial ability test (SPAT) through higher-order confirmatory factor analysis and model competition, because based on SPAT’s development and construction algorithm, there are seven possible structure models underlie SPAT, including first-, second-, and third-order models. The data used is SPAT’s norm sample, which are 1,641 first-year senior high school students. There are 18 test items categorized into four item types and two spatial factors. In parameter estimation, maximum likelihood estimation (ML) and diagonally weighted least squares (DWLS) are both applied to compare their differential impact. Results show that the number of models fitted well by DWLS is more than those by ML. The choice of the best and parsimonious model by both estimation methods is the same second-order structure of which, the first order being the four item types, and the second order being the test construct - spatial ability. It is confirmed that SPAT is of higher-order structure. But besides the choice of the second-order structure, other higher-order structure models are not better than lower-order ones. The reason may be that there is limited number of spatial factors in SPAT, there is limited number of item types in the factors, and there is limited number of items in the item types. The choice of the second-order structure can be used in SPAT’s future application and explanation. If future edition and reconstruction is possible, it would be appropriate that the numbers of factors, item types, and items be increased to stabilize SPAT’s higher-order measurement structure.
Park, Kyoungup. « A learning framework for higher-order consistency models in multi-class pixel labeling problems ». Phd thesis, 2014. http://hdl.handle.net/1885/12686.
Texte intégralLivres sur le sujet "Higher-order structural model"
Kantartzis, Nikolaos V. Higher order FDTD schemes for waveguide and antenna structures. [San Rafael, Calif.] : Morgan and Claypool, 2006.
Trouver le texte intégralKoldaev, Viktor. Theoretical and methodological aspects of the use of information technologies in education. ru : INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1014651.
Texte intégralUnited States. National Aeronautics and Space Administration., dir. A new higher-order composite theory for analysis and design of high speed tilt-rotor blades. [Washington, D.C.] : National Aeronautics and Space Administration, 1996.
Trouver le texte intégralUnited States. National Aeronautics and Space Administration., dir. A new higher-order composite theory for analysis and design of high speed tilt-rotor blades. [Washington, D.C.] : National Aeronautics and Space Administration, 1996.
Trouver le texte intégralBornkessel-Schlesewsky, Ina, et Petra B. Schumacher. Towards a Neurobiology of Information Structure. Sous la direction de Caroline Féry et Shinichiro Ishihara. Oxford University Press, 2016. http://dx.doi.org/10.1093/oxfordhb/9780199642670.013.22.
Texte intégralTsiboukis, Theodoros D., et Nikolaos V. Kantartzis. Higher-order FDTD Schemes for Waveguides and Antenna Structures (Synthesis Lectures on Computational Electromagnetics). Morgan & Claypool Publishers, 2007.
Trouver le texte intégralA new higher-order composite theory for analysis and design of high speed tilt-rotor blades. [Washington, D.C.] : National Aeronautics and Space Administration, 1996.
Trouver le texte intégralA new higher-order composite theory for analysis and design of high speed tilt-rotor blades. [Washington, D.C.] : National Aeronautics and Space Administration, 1996.
Trouver le texte intégralAllik, Jüri, et Anu Realo. Universal and Specific in the Five Factor Model of Personality. Sous la direction de Thomas A. Widiger. Oxford University Press, 2015. http://dx.doi.org/10.1093/oxfordhb/9780199352487.013.23.
Texte intégralMaloney, J. Christopher. What It Is Like To Perceive. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190854751.001.0001.
Texte intégralChapitres de livres sur le sujet "Higher-order structural model"
Xie, Fengjie, Mengdi Ma et Panpan Yang. « Study on the Construction and Structural Characteristics of the Higher-Order High-Speed Railway Network Model ». Dans Advances in Natural Computation, Fuzzy Systems and Knowledge Discovery, 1221–33. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-70665-4_132.
Texte intégralDoyle, James F. « Higher Order Waveguide Models ». Dans Wave Propagation in Structures, 123–83. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-59679-8_5.
Texte intégralChelidze, David. « Higher-Order Decompositions for Modal Identification and Model Order Reduction ». Dans Nonlinear Structures & ; Systems, Volume 1, 271–78. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-47626-7_39.
Texte intégralLi, Fucai, Lin Ye, Gui Cai Zhang et Guang Meng. « Bearing Fault Detection Using Higher-Order Statistics Based ARMA Model ». Dans Damage Assessment of Structures VII, 271–76. Stafa : Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-444-8.271.
Texte intégralRatajczak, Martin, Sebastian Tschiatschek et Franz Pernkopf. « Structured Regularizer for Neural Higher-Order Sequence Models ». Dans Machine Learning and Knowledge Discovery in Databases, 168–83. Cham : Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-23528-8_11.
Texte intégralAndrianov, Igor V., Vladyslav V. Danishevskyy, Julius D. Kaplunov et Bernd Markert. « Wide Frequency Higher-Order Dynamic Model for Transient Waves in a Lattice ». Dans Advanced Structured Materials, 3–12. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-92234-8_1.
Texte intégralFonseca, Irene. « Bending moment and higher order membrane models-lecture IV ». Dans Classical and Advanced Theories of Thin Structures, 219–33. Vienna : Springer Vienna, 2008. http://dx.doi.org/10.1007/978-3-211-85430-3_8.
Texte intégralDixon, Alex, Ranko Lazić, Andrzej S. Murawski et Igor Walukiewicz. « Leafy automata for higher-order concurrency ». Dans Lecture Notes in Computer Science, 184–204. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-71995-1_10.
Texte intégralBroadbent, Christopher, et Luke Ong. « On Global Model Checking Trees Generated by Higher-Order Recursion Schemes ». Dans Foundations of Software Science and Computational Structures, 107–21. Berlin, Heidelberg : Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00596-1_9.
Texte intégralVerhoosel, Clemens V., Michael A. Scott, Michael J. Borden, Thomas J. R. Hughes et René de Borst. « Discretization of Higher Order Gradient Damage Models Using Isogeometric Finite Elements ». Dans Damage Mechanics of Cementitious Materials and Structures, 89–120. Hoboken, NJ USA : John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118562086.ch4.
Texte intégralActes de conférences sur le sujet "Higher-order structural model"
Buannic, Natacha, et Patrice Cartraud. « Higher-order asymptotic model for a heterogeneous beam, including corrections due to end effects ». Dans 41st Structures, Structural Dynamics, and Materials Conference and Exhibit. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2000. http://dx.doi.org/10.2514/6.2000-1495.
Texte intégralLo, S. H., Wu Zhen et Siu-Lai Chan. « Thermal stress analysis of laminated plates using global-local higher-order model ». Dans International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.1097.
Texte intégralGozen, Serif, Brian J. Olson, Steven W. Shaw et Christophe Pierre. « Resonance Suppression in Multi-DOF Rotating Flexible Structures Using Order-Tuned Absorbers ». Dans ASME 2009 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/detc2009-86287.
Texte intégralNAGARAJ, MANISH H., ERASMO CARRERA et MARCO PETROLO. « GLOBAL-LOCAL PROGRESSIVE DAMAGE ANALYSIS OF COMPOSITE LAMINATES USING LAYER-WISE HIGHER-ORDER STRUCTURAL MODELSv ». Dans Thirty-sixth Technical Conference. Destech Publications, Inc., 2021. http://dx.doi.org/10.12783/asc36/35887.
Texte intégralChandiramani, N. K., L. I. Librescu et C. D. Shete. « Free-Vibration of Rotating Composite Beams Incorporating Higher-Order Transverse Shear Effects ». Dans ASME 2001 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/imece2001/pvp-25204.
Texte intégralThompson, Thomas J. « Spherical Compliant Model for Vibration Estimation and Control ». Dans ASME 1995 Design Engineering Technical Conferences collocated with the ASME 1995 15th International Computers in Engineering Conference and the ASME 1995 9th Annual Engineering Database Symposium. American Society of Mechanical Engineers, 1995. http://dx.doi.org/10.1115/detc1995-0577.
Texte intégralRao, B. N., et Rajib Chowdhury. « Structural Reliability Evaluation Using Enhanced HDMR ». Dans ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61876.
Texte intégralOh, Jinho, Jinbok Choi et Jeong-Soo Ryu. « A Response Spectrum Approach Using Model Order Reduction for Seismic Analysis ». Dans ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97225.
Texte intégral« Vibration-Based Detection of Loosened Bolts on Pipes Attached to Bridges ». Dans Structural Health Monitoring. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901311-28.
Texte intégralChattopadhyay, Aditi, et Dan Dragomir-Daescu. « Damage Modeling and Detection in Smart Composites ». Dans ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-2160.
Texte intégralRapports d'organisations sur le sujet "Higher-order structural model"
Riveros, Guillermo, Felipe Acosta, Reena Patel et Wayne Hodo. Computational mechanics of the paddlefish rostrum. Engineer Research and Development Center (U.S.), septembre 2021. http://dx.doi.org/10.21079/11681/41860.
Texte intégralYu, D. Damping of Higher-Order Modes in a Threefold Symmetry Accelerating Structure. Office of Scientific and Technical Information (OSTI), avril 2005. http://dx.doi.org/10.2172/839841.
Texte intégralSimakov, Evgenya I., Sergey Arsenyev, William B. Haynes, Sergey S. Kurennoy, Michael Madrid, James F. O'Hara, Eric R. Olivas et al. Employing photonic band gap cavities for filtering higher order modes in SRF accelerator structures. Office of Scientific and Technical Information (OSTI), novembre 2012. http://dx.doi.org/10.2172/1054674.
Texte intégralBaboi, Nicoleta. IMPEDANCE MEASUREMENT SETUP FOR HIGHER-ORDER MODE STUDIES IN NLC ACCELERATING STRUCTURES WITH THE WIRE METHOD. Office of Scientific and Technical Information (OSTI), septembre 2002. http://dx.doi.org/10.2172/801788.
Texte intégralVanderGheynst, Jean, Michael Raviv, Jim Stapleton et Dror Minz. Effect of Combined Solarization and in Solum Compost Decomposition on Soil Health. United States Department of Agriculture, octobre 2013. http://dx.doi.org/10.32747/2013.7594388.bard.
Texte intégralAgassi, Menahem, Michael J. Singer, Eyal Ben-Dor, Naftaly Goldshleger, Donald Rundquist, Dan Blumberg et Yoram Benyamini. Developing Remote Sensing Based-Techniques for the Evaluation of Soil Infiltration Rate and Surface Roughness. United States Department of Agriculture, novembre 2001. http://dx.doi.org/10.32747/2001.7586479.bard.
Texte intégralHlushak, Oksana M., Svetlana O. Semenyaka, Volodymyr V. Proshkin, Stanislav V. Sapozhnykov et Oksana S. Lytvyn. The usage of digital technologies in the university training of future bachelors (having been based on the data of mathematical subjects). [б. в.], juillet 2020. http://dx.doi.org/10.31812/123456789/3860.
Texte intégralKirchhoff, Helmut, et Ziv Reich. Protection of the photosynthetic apparatus during desiccation in resurrection plants. United States Department of Agriculture, février 2014. http://dx.doi.org/10.32747/2014.7699861.bard.
Texte intégralSTUDY ON SHEAR BEHAVIOR OF BOX TYPE STEEL STRUCTURE CONSIDERING WELDING EFFECT. The Hong Kong Institute of Steel Construction, août 2022. http://dx.doi.org/10.18057/icass2020.p.325.
Texte intégral