Littérature scientifique sur le sujet « Non linear analysi »

Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres

Choisissez une source :

Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « Non linear analysi ».

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 "Non linear analysi"

1

Estévez Cimadevila, Francisco Javier. « Análisis no lineal de mallas espaciales de doble capa ». Informes de la Construcción 42, no 412 (30 avril 1991) : 57–70. http://dx.doi.org/10.3989/ic.1991.v42.i412.1396.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
2

Jayaprakash, Vytla, Dr Alok Kumar Rohit et Ch Srinivas. « Non Linear Analysis of Diesel Engine Connecting Rod ». International Journal of Trend in Scientific Research and Development Volume-2, Issue-6 (31 octobre 2018) : 478–88. http://dx.doi.org/10.31142/ijtsrd18485.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
3

Adi, Mul Muliadi, et M. Kabir Kabir Ihsan. « ANALISIS PERIODA BANGUNAN DINDING GESER DENGAN BASE ISOLATOR AKIBAT GAYA GEMPA ». Teras Jurnal 7, no 2 (9 mars 2018) : 263. http://dx.doi.org/10.29103/tj.v7i2.129.

Texte intégral
Résumé :
Bangunan yang hancur oleh gempa dapat dicegah dengan memperkuat struktur bangunan terhadap gaya gempa yang bekerja padanya. Perkuatan bangunan dapat dilakukan dengan memperkaku bangunan dalam arah lateral yaitu <em>moment resisting frame</em> (<em>rigid frame</em>), <em>braced frame</em> dan <em>shear wall</em>. Bangunan dinding geser merupakan salah satu jenis <em>bangunan</em> tahan gempa gedung beton bertulang menggunakan sistem rangka struktur yang dikombinasikan. Kinerja gedung akan bertambah dan menjadi optimal jika pola penempatan <em>dinding geser</em> serta metode analisanya tepat. Sistem lainnya dalam mengurangi kerusakan bangunan akibat gempa dengan <em>performance based seismic design</em> yaitu dengan menggunakan <em>base isolator.</em>, yang memanfaatkan teknik analisa non-linear berbasis komputer untuk menganalisa perilaku inelastis struktur dari berbagai macam intensitas gerakan tanah (<em>gempa</em>), sehingga dapat diketahui kinerjanya pada kondisi kritis. Tujuan penelitian ini dilakukan untuk mengetahui perioda dalam penggunaan <em>base isolator </em>dengan yang tanpa menggunakan <em>base isolator,</em> pada bangunan sistem ganda, lantai 10 tingkat, bentuk beraturan pada bangunan dinding geser. Analisis data yang dilakukan dengan menggunakan bantuan <em>software </em>komputer <em>SAP2000</em>. Pembebanan pada gedung didasarkan pada peraturan bangunan gedung beton bertulang dan analisa dinamik <em>Time History Modal Analysi</em>s struktur dalam Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Non Gedung (SNI 1726:2012). Dari hasil penelitian ini dapat diketahui bahwa penggunaan <em>base isolator</em> memperbesar perioda alami. Nilai perioda pada dinding geser dan dinding geser <em>base isolator</em> besarnya berturut-turut 0.988 detik dan 2.465 detik. Hal ini menyebabkan gaya gempa yang bekerja menjadi lebih kecil.
Styles APA, Harvard, Vancouver, ISO, etc.
4

Campos-Aranda, Daniel Francisco. « Análisis de frecuencias no estacionario mediante regresión lineal y distribuciones LN31, LP31 y GVE1 ». Tecnología y ciencias del agua 10, no 6 (1 novembre 2019) : 57–89. http://dx.doi.org/10.24850/j-tyca-2019-06-03.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
5

Ingle, Prashant G., et Vijaykumar P. Bhusare. « Performance Based Seismic Design of Reinforced Concrete Building By Non-Linear Static Analysis ». Journal of Advances and Scholarly Researches in Allied Education 15, no 2 (1 avril 2018) : 340–44. http://dx.doi.org/10.29070/15/56843.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
6

Kumar,, Sri M. Pavan, et Sateesh Konni. « Effect of Vertical Irregularities of RC Framed Structures by Using Non-Linear Static Analysis ». International Journal of Engineering Research 4, no 11 (1 novembre 2015) : 631–34. http://dx.doi.org/10.17950/ijer/v4s11/1111.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
7

Pasnur, P. K., et Shailesh S. Goral. « A Study on Wind and Non-Linear Dynamic Analysis of Self-Supporting Telecommunication Tower ». Journal of Advances and Scholarly Researches in Allied Education 15, no 2 (1 avril 2018) : 617–22. http://dx.doi.org/10.29070/15/56937.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
8

Nahvi, H., H. Rezaei et M. Kadkhodaei. « 1C22 Non-linear Vibration Analysis of a Beam with Embedded Shape Memory Alloy Wires ». Proceedings of the Symposium on the Motion and Vibration Control 2010 (2010) : _1C22–1_—_1C22–16_. http://dx.doi.org/10.1299/jsmemovic.2010._1c22-1_.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
9

YOSHINE, KATSUMI, et NAOHIRO ISHII. « Non-linear analysis of a linear-non-linear-linear system ». International Journal of Systems Science 23, no 4 (avril 1992) : 623–30. http://dx.doi.org/10.1080/00207729208949235.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
10

Alexandrova, Mariela, Nasko Atanasov, Ivan Grigorov et Ivelina Zlateva. « Linear Quadratic Regulator Procedure and Symmetric Root Locus Relationship Analysis ». International Journal of Engineering Research and Science 3, no 11 (30 novembre 2017) : 27–33. http://dx.doi.org/10.25125/engineering-journal-ijoer-nov-2017-7.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.

Thèses sur le sujet "Non linear analysi"

1

TERENZI, Alessandro. « Innovative Digital Signal Processing Methodologies for Identification and Analysis of Real Audio Systems ». Doctoral thesis, Università Politecnica delle Marche, 2021. http://hdl.handle.net/11566/287822.

Texte intégral
Résumé :
Esistono molti sistemi audio reali e ciascuno ha le proprie caratteristiche ma tutti sono accomunati dal fatto che sono sistemi in grado di generare o modificare un suono. Se un sistema naturale o artificiale può essere definito come sistema sonoro, allora è possibile applicare le tecniche del digital signal processing per studiare il sistema ed emularne il comportamento. In questo lavoro di tesi si propone di introdurre delle metodologie innovative di processamento del segnale applicate ad alcuni sistemi sonori reali. In particolare, vengono studiati e discussi tre diversi sistemi: il mondo dei dispositivi non lineari basati su valvole, con particolare attenzione agli amplificatori per chitarra e hi-fi, l'ambiente acustico di una stanza ed il suo effetto sulla propagazione del suono ed infine il suono emesso dalle api in un alveare. Per quanto riguarda il primo sistema, vengono proposti dei contributi innovativi per l'identificazione di modelli come la serie di Volterra ed il modello di Hammerstein; in particolare viene discusso un approccio per superare alcune limitazioni dell'identificazione tramite serie di Volterra e l'applicazione di una struttura in sottobande per ridurre il costo computazionale e incrementare la velocità di convergenza di un algoritmo adattativo per l'identificazione del modello di Hammerstein. In ultima analisi, viene proposto un approccio innovativo in grado di stimare con una singola misura vari parametri di distorsione sfruttando un modello di Hammerstein generallizato. Per quanto riguarda il secondo ambito, vengono proposti i risultati relativi a due applicazioni di equalizzazione multipunto: nel primo caso si mostrerà come l'equalizzazione può essere usata non solo per compensare le anomalie sonore generate all'interno di una stanza, ma anche per migliorare la risposta in frequenza di particolari trasduttori a vibrazione ancorati ad un pannello rigido; nel secondo caso si illustra come un approccio in sottobande può migliorare l'efficienza computazionale e la velocità di un algoritmo di equalizzazione adattativo multipunto e multicanale. Infine, viene presentato un sistema sonoro naturale, ovvero quello generato da un alveare. In questo caso si illustrerà un sistema di acquisizione innovativo sviluppato per monitorare gli alveari con particolare attenzione al suono; succesivamente si mostrano gli approcci messi a punto per analizzare il suono registrato in due condizioni reali ed infine verranno si illustrano i risultati ottenuti grazie allo studio del suono usando algoritmi di classificazione. Inoltre, nella parte finale dell'elaborato sono presenti dei contributi secondari ma che hanno comunque come focus principale il signal processing applicato ad ambienti acustici reali, in particolare si discute di un'implementazione di un algoritmo di cancellazione attiva del rumore e di due algoritmi per effetti digitali in cui il primo migliora le performance sonore di altoparlanti compatti, ed il secondo genera un effetto stereofonico per chitarra elettrica.
Many real word audio systems exist, each has its own characteristics but almost all of them can be identified from the fact that they are able to generate or modify a sound. If a natural or artificial system can be defined as a sound system, then it is possible to apply the techniques of digital signal processing for the studying and the emulation of the system. In this thesis, innovative methodologies for digital signal processing applied to real audio systems will be discussed. In particular, three different audio systems will be considered: the world of vacuum-based non linear audio devices with particular attention to guitar and hi-fi amplifiers; the room acoustic environment and its effect on the sound propagation; and finally the sound emitted by honey bees in a beehive. Regarding the first system, innovative approaches for the identification of the Volterra series and Hammerstein models will be proposed, in particular an approach to overcome some limitation of Volterra series identification. The application of a sub-band structure to reduce the computational cost and increase the convergence speed of an adaptive Hammerstein model identification will be proposed as well. Finally, an innovative approach for the measurement of several distortion parameters using a single measure, exploiting a generalized Hammerstein model, will be presented. For the second system, the results of the application of a multi-point equalizer to two different situations will be exposed. In particular, in the first case, it will be shown how a multi-point equalization can be used not only to compensate the acoustical anomalies of a room, but also to improve the frequency response of vibrating transducers mounted on a rigid surface. The second contribution will show how a sub-band approach can be used to improve the computational cost and the speed of an adaptive algorithm for a multi-point and multi channel equalizer. At the end, the focus will be on a natural sound system, i.e., a honey bees colony. In this case, an innovative acquisition system for honey bees sound monitoring will be presented. Then, the approaches developed for sound analysis will be exposed and applied to the recorded sounds in two different situations. Finally, the obtained results, achieved with the application of classification algorithms, will be exposed. In the final part of the work some minor contributions still related to signal processing applied to real sound systems are presented. In particular, an implementation of an active noise control system is discussed, and two algorithms for digital effects where the former improves the sound performances of compact loudspeakers and the latter generates a stereophonic effect for electric guitars are exposed.
Styles APA, Harvard, Vancouver, ISO, etc.
2

DELLA, MARCA ROSSELLA. « Problemi di controllo in epidemiologia matematica e comportamentale ». Doctoral thesis, Università degli studi di Modena e Reggio Emilia, 2021. http://hdl.handle.net/11380/1237622.

Texte intégral
Résumé :
Nonostante i progressi nell'eliminazione di infezioni da lungo in circolazione, gli ultimi decenni hanno visto la continua comparsa o ricomparsa di malattie infettive. Esse non solo minacciano la salute globale, ma i costi generati da epidemie nell’uomo e negli animali sono responsabili di significative perdite economiche. I modelli matematici della diffusione di malattie infettive hanno svolto un ruolo significativo nel controllo delle infezioni. Da un lato, hanno dato un importante contributo alla comprensione epidemiologica degli andamenti di scoppi epidemici; d'altro canto, hanno concorso a determinare come e quando applicare le misure di controllo al fine di contenere rapidamente ed efficacemente le epidemie. Ciononostante, per dare forma alle politiche di sanità pubblica, è essenziale acquisire una migliore e più completa comprensione delle azioni efficaci per controllare le infezioni, impiegando nuovi livelli di complessità. Questo è stato l'obiettivo fondamentale della ricerca che ho svolto durante il dottorato; in questa tesi i prodotti di questa ricerca sono raccolti e interconnessi. Tuttavia, poiché fuori contesto, altri problemi a cui mi sono interessata sono stati esclusi: essi riguardano le malattie autoimmuni e l'ecologia del paesaggio. Si inizia con un capitolo introduttivo, che ripercorre la storia dei modelli epidemici, le motivazioni e gli incredibili progressi. Sono due gli aspetti su cui ci concentriamo: i) la valutazione qualitativa e quantitativa di strategie di controllo specifiche per il problema in questione (attraverso, ad esempio, il controllo ottimo o le politiche a soglia); ii) l'incorporazione nel modello dei cambiamenti nel comportamento umano in risposta alla dinamica della malattia. In questo quadro si inseriscono e contestualizzano i nostri studi. Di seguito, a ciascuno di essi è dedicato un capitolo specifico. Le tecniche utilizzate includono la costruzione di modelli appropriati dati da equazioni differenziali ordinarie non lineari, la loro analisi qualitativa (tramite, ad esempio, la teoria della stabilità e delle biforcazioni), la parametrizzazione e la validazione con i dati disponibili. I test numerici sono eseguiti con avanzati metodi di simulazione di sistemi dinamici. Per i problemi di controllo ottimo, la formulazione segue l'approccio classico di Pontryagin, mentre la risoluzione numerica è svolta da metodi di ottimizzazione sia diretta che indiretta. Nel capitolo 1, utilizzando come base di partenza un modello Suscettibili-Infetti-Rimossi, affrontiamo il problema di minimizzare al contempo la portata e il tempo di eradicazione di un’epidemia tramite strategie di vaccinazione o isolamento ottimali. Un modello epidemico tra due sottopopolazioni, che descrive la dinamica di Suscettibili e Infetti in malattie della fauna selvatica, è formulato e analizzato nel capitolo 2. Qui, vengono confrontati due tipi di strategie di abbattimento localizzato: proattivo e reattivo. Il capitolo 3 tratta di un modello per la trasmissione di malattie pediatriche prevenibili con vaccino, dove la vaccinazione dei neonati segue la dinamica del gioco dell’imitazione ed è affetta da campagne di sensibilizzazione da parte del sistema sanitario. La vaccinazione è anche incorporata nel modello del capitolo 4. Qui, essa è rivolta a individui suscettibili di ogni età ed è funzione dell’informazione e delle voci circolanti sulla malattia. Inoltre, si assume che l'efficacia del vaccino sia parziale ed evanescente col passare del tempo. L'ultimo capitolo è dedicato alla tuttora in corso pandemia di COVID-19. Si costruisce un modello epidemico con tassi di contatto e di quarantena dipendenti dall’informazione circolante. Il modello è applicato al caso italiano e incorpora le progressive restrizioni durante il lockdown.
Despite major achievements in eliminating long-established infections (as in the very well known case of smallpox), recent decades have seen the continual emergence or re-emergence of infectious diseases (last but not least COVID-19). They are not only threats to global health, but direct and indirect costs generated by human and animal epidemics are responsible for significant economic losses worldwide. Mathematical models of infectious diseases spreading have played a significant role in infection control. On the one hand, they have given an important contribution to the biological and epidemiological understanding of disease outbreak patterns; on the other hand, they have helped to determine how and when to apply control measures in order to quickly and most effectively contain epidemics. Nonetheless, in order to shape local and global public health policies, it is essential to gain a better and more comprehensive understanding of effective actions to control diseases, by finding ways to employ new complexity layers. This was the main focus of the research I have carried out during my PhD; the products of this research are collected and connected in this thesis. However, because out of context, other problems I interested in have been excluded from this collection: they rely in the fields of autoimmune diseases and landscape ecology. We start with an Introduction chapter, which traces the history of epidemiological models, the rationales and the breathtaking incremental advances. We focus on two critical aspects: i) the qualitative and quantitative assessment of control strategies specific to the problem at hand (via e.g. optimal control or threshold policies); ii) the incorporation into the model of the human behavioral changes in response to disease dynamics. In this framework, our studies are inserted and contextualized. Hereafter, to each of them a specific chapter is devoted. The techniques used include the construction of appropriate models given by non-linear ordinary differential equations, their qualitative analysis (via e.g. stability and bifurcation theory), the parameterization and validation with available data. Numerical tests are performed with advanced simulation methods of dynamical systems. As far as optimal control problems are concerned, the formulation follows the classical approach by Pontryagin, while both direct and indirect optimization methods are adopted for the numerical resolution. In Chapter 1, within a basic Susceptible-Infected-Removed model framework, we address the problem of minimizing simultaneously the epidemic size and the eradication time via optimal vaccination or isolation strategies. A two-patches metapopulation epidemic model, describing the dynamics of Susceptibles and Infected in wildlife diseases, is formulated and analyzed in Chapter 2. Here, two types of localized culling strategies are considered and compared: proactive and reactive. Chapter 3 concerns a model for vaccine-preventable childhood diseases transmission, where newborns vaccination follows an imitation game dynamics and is affected by awareness campaigns by the public health system. Vaccination is also incorporated in the model of Chapter 4. Here, it addresses susceptible individuals of any age and depends on the information and rumors about the disease. Further, the vaccine effectiveness is assumed to be partial and waning over time. The last Chapter 5 is devoted to the ongoing pandemic of COVID-19. We build an epidemic model with information-dependent contact and quarantine rates. The model is applied to the Italian case and explicitly incorporates the progressive lockdown restrictions.
Styles APA, Harvard, Vancouver, ISO, etc.
3

Ferrari, Rosalba (ORCID:0000-0002-3989-713X). « An elastoplastic finite element formulation for the structural analysis of Truss frames with application to ha historical iron arch bridge ». Doctoral thesis, Università degli studi di Bergamo, 2013. http://hdl.handle.net/10446/28959.

Texte intégral
Résumé :
This doctoral thesis presents a structural analysis of the Paderno d’Adda Bridge, an impressive iron arch viaduct built in 1889 and located in Lombardia region (Italy). The thesis falls in the context of a research activity started at University of Bergamo since 2005, that is still ongoing and aims to perform an evaluation of the present state of conservation of the bridge. In fact, the bridge is currently still in service and its important position in the context of transport network will soon lead to questions about its future destination, with particular attention to the evaluation of the residual performance capacity. To this end, an inelastic structural analysis of the Paderno d’Adda bridge has been performed, up to failure. This analysis has been conducted through an autonomous computer code of a 3D frame structure that runs in the MATLAB environment and has been developed within the classical frame of Limit Analysis and Theory of Plasticity. The algorithm has been developed applying the “exact” and stepwise holonomic step-by-step analysis method. It has shown very much able to track the limit structural behaviour of the bridge, by reaching convergence with smooth runs up to the true limit load and corresponding collapse displacements. The main characteristic ingredients of its elastoplastic FEM formulation are: beam finite elements; perfectly plastic joints (as an extension of classical plastic hinges); piece-wise linear yield domains; “exact” time integration. In the algorithm, the following original features have been implemented: treatment of mutual connections by static condensation and Gaussian elimination; determination of the tangent stiffness formulation through Gaussian elimination. These peculiar contributions are presented in detail in this thesis.
Styles APA, Harvard, Vancouver, ISO, etc.
4

Strandell, Gustaf. « Linear and Non-linear Deformations of Stochastic Processes ». Doctoral thesis, Uppsala : Matematiska institutionen, Univ. [distributr], 2003. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-3689.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
5

Morgenthaler, Michael J. E. « Non-linear optical studies of surfaces ». Thesis, Heriot-Watt University, 1993. http://hdl.handle.net/10399/1430.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
6

Jeang, Fure Lin. « Non-linear analysis of concrete fracture / ». Thesis, Connect to this title online ; UW restricted, 1985. http://hdl.handle.net/1773/10133.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
7

Patil, Anupkumar. « Non-linear dynamical analysis of biosignals ». Thesis, University of Strathclyde, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.502349.

Texte intégral
Résumé :
Biosignals are physiological signals that are recorded from various parts of the body. Some of the major biosignals are electromyograms (EMG), electroencephalograms (EEG) and electrocardiograms (ECG). These signals are of great clinical and diagnostic importance, and are analysed to understand their behaviour and to extract maximum information from them. However, they tend to be random and unpredictable in nature (non-linear). Conventional linear methods of analysis are insufficient. Hence, analysis using non-linear and dynamical system theory, chaos theory and fractal dimensions, is proving to be very beneficial. In this project, EGG signals are of interest. Changes in the normal rhythm of a human heart may result in different cardiac arrhythmias, which may be fatal or cause irreparable damage to the heart when sustained over long periods of time. Hence the ability to identify arrhythmias from EGG recordings is of importance for clinical diagnosis and treatment and also for understanding the electrophysiological mechanism of arrhythmias.
Styles APA, Harvard, Vancouver, ISO, etc.
8

Saneinejad, Abolghasem. « Non-linear analysis of infilled frames ». Thesis, University of Sheffield, 1990. http://etheses.whiterose.ac.uk/1801/.

Texte intégral
Résumé :
This thesis is concerned with the analysis of building frames acting compositely with infilling wall panels. The significance of the composite action is emphasized and previous work on infilled frames is reviewed. The existing methods of analysis are categorized and their analytical assumptions are highlighted. It is concluded that more accurate results may be obtained from the development of a non-linear finite element analysis. The finite element method is reviewed and new elements for representing beams, interfaces and loading are developed. Failure criteria for concrete under multiaxial stress and also failure criteria for masonry under uniaxial compression are developed. The non-linear elastoplastic behaviour of concrete is modelled using the concept of equivalent uniaxial strain and the model is extended for cracked materials. Elastoplastic models are also developed for ductile materials(steel) for secant and incremental changes of stresses and strains. These models and the newly developed elements are incorporated into the finite element analysis which is numerically implemented by a new computer program, NEPAL. A number of steel frames with concrete inf ills covering the practical range of beam, column and infill strengths and also wall panel aspect ratios, are analysed using this program. The finite element results are compared with the predictions of a range of existing methods of analysis and their limitations are discussed in detail. A new method of hand analysis is developed, based on a rational elastic and plastic analysis allowing for limited ductility of the infill and also limited deflection of the frame at the peak load. The new method is shown to be capable of providing the necessary information for design purposes with reasonable accuracy, taking into account the effects of strength and stiffness of the beams and columns, the aspect ratio for the infill, the semi-rigid joints and the condition of the frame-infill interfaces (co-efficient of friction and lack of fit). It is concluded that simple and economical design approaches can be established for frames with infilling walls.
Styles APA, Harvard, Vancouver, ISO, etc.
9

Almeida, Ricardo Miguel Moreira de. « Foundations of nonstandard non-linear analysis ». Doctoral thesis, Universidade de Aveiro, 2008. http://hdl.handle.net/10773/2937.

Texte intégral
Résumé :
Doutoramento em Matemática
Esta tese insere-se na área da análise não-standard não linear. São dois os objectivos principais deste trabalho. Um deles envolve diferenciabilidade de funções e o outro geometria diferencial. O nosso trabalho é dividido em três partes. Na primeira apresentamos uma caracterização não-standard de conjuntos compactos conexos em espaços métricos. Na segunda parte exibimos alguns resultados envolvendo o teorema do valor médio para espaços normados. De seguida é apresentado um novo tipo de diferenciabilidade, a mu-diferenciabilidade. Fazemos um estudo exaustivo das propriedades básicas deste tipo de derivada, nomeadamente a regra em cadeia, o teorema do valor médio, o teorema de Taylor e o teorema da função inversa. A última parte é dedicada à geometria diferencial. Primeiro em espaços de dimensão finita, com uma caracterização não-standard de cúspides e de superfícies regulares. Também apresentamos uma construção de uma curva interna que seria uma solução ideal para um problema de máxima resistência. Por último apresentamos um estudo de variedades diferenciáveis em espaços de Banach. O análogo de espaço tangente, derivada de uma função e derivadas direccionais são apresentados.
This thesis presents a study of non-linear nonstandard analysis. There are two main goals of this study. One of them concerns differentiability of functions and the other one is differential geometry. Our study is divided in three parts. The first part contains a nonstandard characterization of connected compact sets in metric spaces. In the second part we give some results related to the mean value theorem in normed spaces. Then we describe a new type of differentiability, the mudifferentiability. We carry out an extensive study of the basic properties of this differentiation, namely the chain rulle, the mean value theorem, Taylor’s theorem and the inverse mapping theorem. The final part is devoted to differential geometry. First in finite dimensional spaces, with nonstandard characterizations of cusps and regular surfaces. We also construct an internal curve which would be an ideal solution for a problem of maximum resistance. Finally we deal with differentiable manifolds modeled on Banach spaces. The analogous of tangent bundle, differential of a function and directional derivatives are given.
Styles APA, Harvard, Vancouver, ISO, etc.
10

Wilson, Jonathan P. « Non-linear dynamics and power systems ». Thesis, University of Bath, 2000. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.341136.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.

Livres sur le sujet "Non linear analysi"

1

Vidyasagar, M. Non-linear systems analysis. 2e éd. London : Prentice-Hall International (UK), 1993.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
2

Fosseprez, Marc. Non-linear circuits : Qualitative analysis of non-linear, non-reciprocal circuits. Chichester, England : J. Wiley, 1992.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
3

Prodi, G., dir. Problems in Non-Linear Analysis. Berlin, Heidelberg : Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-10998-0.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
4

service), SpringerLink (Online, dir. Problems in Non-Linear Analysis. Berlin, Heidelberg : Springer-Verlag Berlin Heidelberg, 2011.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
5

Linear and non linear numerical analysis of foundations. London : Taylor & Francis, 2009.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
6

Priestly, M. B. Non-linear and non-stationary time series. London : Academic Press, 1988.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
7

H, Clark R. J., et Hester R. E, dir. Advances in non-linear spectroscopy. Chichester : Wiley, 1988.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
8

Priestley, M. B. Non-linear and non-stationary time series analysis. London : Academic Press, 1988.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
9

Jeang, Fure Lin. Non-linear analysis of concrete fracture. Seattle : University of Washington, Dept. of Civil Engineering, 1985.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
10

J, Shaker Francis, Fertis Demeter G et Lewis Research Center, dir. Dynamic analysis of space-related linear and non-linear structures. Cleveland, Ohio : NASA Lewis Research Facility, 1990.

Trouver le texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.

Chapitres de livres sur le sujet "Non linear analysi"

1

Cesari, Lamberto. « Nonlinear Analysis ». Dans Non-Linear Mechanics, 1–95. Berlin, Heidelberg : Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-10976-8_1.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
2

Needleman, A. « An analysis of decohesion along an imperfect interface ». Dans Non-Linear Fracture, 21–40. Dordrecht : Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-017-2444-9_2.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
3

McMeeking, R. M., et C. L. Hom. « Finite element analysis of void growth in elastic-plastic materials ». Dans Non-Linear Fracture, 1–19. Dordrecht : Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-017-2444-9_1.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
4

Zywicz, E., et D. M. Parks. « Elastic-plastic analysis of frictionless contact at interfacial crack tips ». Dans Non-Linear Fracture, 129–43. Dordrecht : Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-017-2444-9_9.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
5

Jacques, Ian, et Colin Judd. « Non-linear algebraic equations ». Dans Numerical Analysis, 43–70. Dordrecht : Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-017-5471-2_3.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
6

Jacques, Ian, et Colin Judd. « Non-linear algebraic equations ». Dans Numerical Analysis, 43–70. Dordrecht : Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3157-2_3.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
7

Chatfield, Chris, et Haipeng Xing. « Non-Linear Models ». Dans The Analysis of Time Series, 267–302. Seventh edition. | Boca Raton, Florida : CRC Press, [2019] | : Chapman and Hall/CRC, 2019. http://dx.doi.org/10.1201/9781351259446-11.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
8

May, Colin. « Non-linear Resistors ». Dans Passive Circuit Analysis with LTspice®, 101–41. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-38304-6_3.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
9

Faul, A. C. « Non-Linear Systems ». Dans A Concise Introduction to Numerical Analysis, 113–30. Boca Raton : Taylor & Francis, 2016. | “A CRC title.” : Chapman and Hall/CRC, 2018. http://dx.doi.org/10.1201/9781315370217-4.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
10

Kanninen, M. F., S. J. Hudak, H. R. Couque, R. J. Dexter et P. E. O’donoghue. « Viscoplastic-dynamic crack propagation : Experimental and analysis research for crack arrest applications in engineering structures ». Dans Non-Linear Fracture, 239–60. Dordrecht : Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-017-2444-9_16.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.

Actes de conférences sur le sujet "Non linear analysi"

1

Marti, Jean-André. « Sheaf theory and regularity. Application to local and microlocal analysis ». Dans Linear and Non-Linear Theory of Generalized Functions and its Applications. Warsaw : Institute of Mathematics Polish Academy of Sciences, 2010. http://dx.doi.org/10.4064/bc88-0-17.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
2

Mosquera, Alejandro, et Santiago Hernández. « Linear and Non Linear Analytical Sensitivity Analysis of Eigenvalue Problems ». Dans 9th AIAA/ISSMO Symposium on Multidisciplinary Analysis and Optimization. Reston, Virigina : American Institute of Aeronautics and Astronautics, 2002. http://dx.doi.org/10.2514/6.2002-5433.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
3

Fedrigo, Enrico, Markus Kasper et Riccardo Muradore. « Compensating Non-linear Effects In AO Control Loop ». Dans Adaptive Optics : Methods, Analysis and Applications. Washington, D.C. : OSA, 2007. http://dx.doi.org/10.1364/aopt.2007.awb2.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
4

Wehle, F., A. Schmidt, S. Opel et R. Velten. « Non-Linear BWR Stability Analysis ». Dans 16th International Conference on Nuclear Engineering. ASMEDC, 2008. http://dx.doi.org/10.1115/icone16-48395.

Texte intégral
Résumé :
Power oscillations associated with density waves in boiling water reactors (BWRs) have been studied widely. Industrial research in this area is active since the invention of the first BWR. Stability measurements have been performed in various plants already during commissioning phase but especially the magnitude and divergent nature of the oscillations during the LaSalle Unit 2 nuclear power plant event on March 9, 1988, renewed concern about the state of knowledge oN BWR instabilities. The appropriate representation of the physical processes in the non-linear regime requires typically time domain stability analysis. The objective of this paper is to present a physical model, applicable for stability analysis in the non-linear regime, which extends to high amplitude oscillations where inlet reverse flow occurs. The application of this model gives a deeper insight into the physical reasons for the prevention of the uncontrolled divergence of BWR oscillations. The mechanisms that have a stabilizing effect are demonstrated.
Styles APA, Harvard, Vancouver, ISO, etc.
5

Hnat, B., Theodore E. Simos, George Psihoyios, Ch Tsitouras et Zacharias Anastassi. « Non-Linear Dynamics and Emergence in Laboratory Fusion Plasmas ». Dans NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2011 : International Conference on Numerical Analysis and Applied Mathematics. AIP, 2011. http://dx.doi.org/10.1063/1.3637772.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
6

Cosker, Darren, Eva Krumhuber et Adrian Hilton. « Perceived Emotionality of Linear and Non-Linear AUs Synthesised using a 3D Dynamic Morphable Facial Model ». Dans FAA '15 : Facial Analysis and Animation. New York, NY, USA : ACM, 2015. http://dx.doi.org/10.1145/2813852.2813859.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
7

Akgül, Ali, Esra Karatas Akgül et Dumitru Baleanu. « Reproducing kernel method for strongly non-linear equation ». Dans INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2017). Author(s), 2018. http://dx.doi.org/10.1063/1.5043775.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
8

Win Naung, Shine, Mohammad Rahmati et Hamed Farokhi. « Aeromechanical Analysis of Wind Turbines Using Non-Linear Harmonic Method ». Dans ASME 2019 38th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/omae2019-96256.

Texte intégral
Résumé :
Abstract In this paper, aeromechanical analysis of wind turbines is presented. The distinctive feature of this paper is the use of frequency based non-linear harmonic method which is an efficient computational method to study unsteady periodic flow and aeroleasticity of turbomachinery applications, and extensive validation of the non-linear harmonic method against conventional time domain solution methods. This paper is an extension of the authors’ previous work which analysed the aerodynamics of the MEXICO (Model Rotor Experiments In Controlled Conditions) Experiment wind turbine. Aeromechanical analysis of the MEXICO-Experiment wind turbine as well as 1.5 MW wind turbine are conducted in this study. Both conventional time domain solution method and non-linear harmonic method are used, and compared to each other for validation and verification of the non-liner harmonic method. Using the same numerical set-up for each method demonstrates the differences and capabilities of each solution method, and their computational expenses. Finally, this paper concludes with how the aeromechanical analysis of large wind turbines can be performed effectively and efficiently using the non-linear harmonic method.
Styles APA, Harvard, Vancouver, ISO, etc.
9

Sahlberg, Anna-Lena. « Non-linear mid-infrared laser techniques for combustion diagnostics ». Dans Laser Applications to Chemical, Security and Environmental Analysis. Washington, D.C. : OSA, 2018. http://dx.doi.org/10.1364/lacsea.2018.ltu2c.5.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
10

Kong, Qiang, et Hae Chang Gea. « Sensitivity Analysis for Non-Linear Structures ». Dans ASME 1999 Design Engineering Technical Conferences. American Society of Mechanical Engineers, 1999. http://dx.doi.org/10.1115/detc99/dac-8616.

Texte intégral
Résumé :
Abstract In this paper, sensitivity analysis of total strain energy for nonlinear structures is studied. Based upon the law of energy-consistent, effective stress and strain are defined. The total strain energy is transformed in the form of the effective strain and stress. A closed-form approach for sensitivity calculation is derived. This method can also be extended to large displacement, large rotation problems using the 2nd Piola-Kirchhoff stress and Green-Lagrange stress. Numerical results from the proposed method are compared with those from finite differencing method.
Styles APA, Harvard, Vancouver, ISO, etc.

Rapports d'organisations sur le sujet "Non linear analysi"

1

Bruce, Andrew G., David L. Donoho, Hong-Ye Gao et R. D. Martin. Denoising and Robust Non-Linear Wavelet Analysis,. Fort Belvoir, VA : Defense Technical Information Center, avril 1994. http://dx.doi.org/10.21236/ada291668.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
2

Anderson, Silas. Non-Linear Deformation Analysis of an Embankment Dam. Portland State University. Department of Civil & Environmental Engineering, juin 2018. http://dx.doi.org/10.15760/ccemp.40.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
3

Li, Zhilin, et Kazufumi Ito. Theoretical and Numerical Analysis for Non-Linear Interface Problems. Fort Belvoir, VA : Defense Technical Information Center, avril 2007. http://dx.doi.org/10.21236/ada474058.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
4

Raman, G., D. R. Williams, P. Panickar et K. Srinivasan. Study of the Coupling Between Twin Single Beveled Supersonic Jets Using Linear and Non-Linear Spectral Analysis Techniques. Fort Belvoir, VA : Defense Technical Information Center, janvier 2004. http://dx.doi.org/10.21236/ada426137.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
5

Leland, Robert W. Comparative Study of Hexahedral and Tetrahedral Elements for Non-linear Structural Analysis. Office of Scientific and Technical Information (OSTI), février 2000. http://dx.doi.org/10.2172/1331497.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
6

Plant, William J. Analysis and Modeling of Radar Surface Signatures of Non-Linear Internal Waves. Fort Belvoir, VA : Defense Technical Information Center, janvier 2009. http://dx.doi.org/10.21236/ada526748.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
7

Tehrani, Payman, Natalie Doulgerakis, Iman Talebinejad, Benjamin Kosbab, Michael Cohen et Andrew Whittaker. Software Verification and Validation Guidelines for Non-Linear Soil-Structure Interaction Analysis. Office of Scientific and Technical Information (OSTI), novembre 2021. http://dx.doi.org/10.2172/1831343.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
8

Zaslawsky, M. Non-linear finite element analysis of the SSC (Superconducting Super Collider) superconductivity magnet. Office of Scientific and Technical Information (OSTI), avril 1987. http://dx.doi.org/10.2172/6813073.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
9

Lavery, Andone C. Analysis of High-Frequency Broadband Acoustic Scattering from Non-Linear Internal Waves During SW06. Fort Belvoir, VA : Defense Technical Information Center, septembre 2009. http://dx.doi.org/10.21236/ada531378.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
10

Lavery, Andone C. Continued Analysis of High-Frequency Broadband Acoustic Scattering from Non-Linear Internal Waves during SW06. Fort Belvoir, VA : Defense Technical Information Center, septembre 2010. http://dx.doi.org/10.21236/ada542102.

Texte intégral
Styles APA, Harvard, Vancouver, ISO, etc.
Nous offrons des réductions sur tous les plans premium pour les auteurs dont les œuvres sont incluses dans des sélections littéraires thématiques. Contactez-nous pour obtenir un code promo unique!

Vers la bibliographie