Готові списки джерел за темами / Modules of constant Jordan type

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Добірка наукової літератури з теми "Modules of constant Jordan type"

Автор: Grafiati
Опубліковано: 23 вересня 2022
Оновлено: 28 вересня 2022

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Статті в журналах з теми "Modules of constant Jordan type"

1

Kaptanoğlu, Semra Öztürk. "Restricted Modules and Conjectures for Modules of Constant Jordan Type." Algebras and Representation Theory 17, no. 5 (October 19, 2013): 1437–55. http://dx.doi.org/10.1007/s10468-013-9455-6.

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2

Benson, David J. "Modules of Constant Jordan Type with One Non-Projective Block." Algebras and Representation Theory 13, no. 3 (February 6, 2009): 315–18. http://dx.doi.org/10.1007/s10468-008-9124-3.

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3

Benson, David John. "Modules of Constant Jordan Type with Small Non-Projective Part." Algebras and Representation Theory 16, no. 1 (June 11, 2011): 29–33. http://dx.doi.org/10.1007/s10468-011-9291-5.

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4

Baland, Shawn. "Modules of constant Jordan type with two non-projective blocks." Journal of Algebra 346, no. 1 (November 2011): 343–50. http://dx.doi.org/10.1016/j.jalgebra.2011.08.023.

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5

Benson, David J. "Modules of constant Jordan type and a conjecture of Rickard." Journal of Algebra 398 (January 2014): 343–49. http://dx.doi.org/10.1016/j.jalgebra.2012.10.010.

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6

Baland, Shawn. "On the generic kernel filtration for modules of constant Jordan type." Archiv der Mathematik 99, no. 4 (October 2012): 305–14. http://dx.doi.org/10.1007/s00013-012-0439-2.

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7

Benson, Dave, and Julia Pevtsova. "A realization theorem for modules of constant Jordan type and vector bundles." Transactions of the American Mathematical Society 364, no. 12 (December 1, 2012): 6459–78. http://dx.doi.org/10.1090/s0002-9947-2012-05482-1.

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8

Baland, Shawn, and Kenneth Chan. "Modules of constant Jordan type, pullbacks of bundles and generic kernel filtrations." Journal of Algebra 462 (September 2016): 253–84. http://dx.doi.org/10.1016/j.jalgebra.2016.06.002.

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9

Kaptanoğlu, Semra Öztürk. "p-Power Points and Modules of Constantp-Power Jordan Type." Communications in Algebra 39, no. 10 (October 2011): 3781–800. http://dx.doi.org/10.1080/00927872.2010.512585.

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10

Zhelyabin, V. N. "Jordan superalgebras of vector type and projective modules." Siberian Mathematical Journal 53, no. 3 (May 2012): 450–60. http://dx.doi.org/10.1134/s0037446612020267.

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Більше джерел

Дисертації з теми "Modules of constant Jordan type"

1

Eimer, Alexandre. "De quelques modules de Galois sur les corps locaux." Thesis, Strasbourg, 2021. https://publication-theses.unistra.fr/public/theses_doctorat/2021/Eimer_Alexandre_2021_ED269.pdf.

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Анотація:
Soient $p$ un nombre premier et $\mathbf{k}$ un corps local contenant une racine primitive $p$-ième de l'unité notée $\xi_p$. Donnons-nous alors $\mathbf{K}/\mathbf{k}$ une $p$-extension galoisienne finie de groupe de Galois $G$. Notre objectif premier est d'étudier la structure de $G$-module de $J(\mathbf{K})=\mathbf{K}^{\times}/\mathbf{K}^{\times p}$. Pour ce faire, nous utilisons les outils donnés par la théorie des modules de type de Jordan constant mais nous calculons aussi les groupes de cohomologie avec des coefficients dans $J(\mathbf{K})$, sous certaines hypothèses. De surcroît, lorsque $\mathbf{K}/\mathbf{k}$ est l'extension $p$-élémentaire abélienne maximale, nous tirons profit de notre étude pour calculer quelques invariants pertinents précédemment introduits pour $p=2$
Let $p$ be a prime number and $\mathbf{k}$ a local field such that $\mathbf{k}$ contains a primitive $p$-th root of unity denoted $\xi_p$. Set $\mathbf{K}/\mathbf{k}$ a finite Galois $p$-extension. Let $G$ denote its Galois group. Our main goal is to study the $G$-module structure of $J(\mathbf{K})=\mathbf{K}^{\times}/\mathbf{K}^{\times p}$. To do so, we use the theory of modules of constant Jordan type and we also compute the cohomology groups of $G$ with coefficients in $J(\mathbf{K})$ under some hypothesis. Furthermore, when $\mathbf{K}/\mathbf{k}$ is the maximal $p$-elementary abelian extension, we take profit of our study in order to compute some invariants which were previously introduced for $p=2$
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2

Baland, Shawn. "Some results on modules of constant Jordan type for elementary abelian-ρ-group". Thesis, University of Aberdeen, 2012. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=192251.

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Let E be an elementary abelian p-group of rank r and k an algebraically closed field of characteristic p. We investigate finitely generated kE-modules of stable constant Jordan type [a][b] with 1 ≤ a, b ≤ p − 1 using the functors Fi from finitely generated kE-modules to vector bundles on the projective space Pr−1 constructed by Benson and Pevtsova. In particular, we study relations on the Chern numbers of the trivial bundle M to obtain restrictions on a and b for sufficiently large ranks and primes. We then study kE-modules with the constant image property and define the constant image layers of a module with respect to its maximal submodule having the constant image property. We prove that almost all such subquotients are semisimple. Focusing on the class of W-modules in rank two, we also calculate the vector bundles Fi(M) for all W-modules M. For E of rank two, we derive a duality formula for kE-modules M of constant Jordan type and their generic kernels K(M). We use this to answer a question of Carlson, Friedlander and Suslin regarding whether or not the submodules J−iK(M) also have constant Jordan type for all i ≥ 0. We show that this question has an affirmative answer whenever p = 3 or J2K(M) = 0. We also show that it has a negative answer in general by constructing a kE-module M of constant Jordan type for p ≥ 5 such that J−1K(M) does not have constant Jordan type. Finally, we use ideas from a theorem of Benson to show that if M is a kE-module of constant Jordan type containing no Jordan blocks of length one, then there always exist submodules of J−1K(M)/J2K(M) having a particularly nice structure.
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Частини книг з теми "Modules of constant Jordan type"

1

Carlson, Jon F., and Eric M. Friedlander. "Exact Category of Modules of Constant Jordan Type." In Algebra, Arithmetic, and Geometry, 267–90. Boston: Birkhäuser Boston, 2009. http://dx.doi.org/10.1007/978-0-8176-4745-2_6.

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Тези доповідей конференцій з теми "Modules of constant Jordan type"

1

AlMukhtar, Basil, Paul Harriman, and Kieran Burke. "The analysis of multi-phase current feedforward type-III constant on-time control with ultrafast load transient response for voltage regulator modules." In 2016 IEEE International Conference on Electronics, Circuits and Systems (ICECS). IEEE, 2016. http://dx.doi.org/10.1109/icecs.2016.7841167.

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2

Soloviev, Arcady, Anton Bychkov, and Maria Shevtsova. "Determination of Full Set Elastic Constants for Composite Materials on Basis of Frequency Response Analysis, FEA, and GA." In ASME 2008 9th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2008. http://dx.doi.org/10.1115/esda2008-59556.

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Анотація:
The number of engineering problems includes the identification of anisotropic composite elastic constants determination. We developed an experimentally - analytical technique for identification of all elastic constants of orthotropic materials. The offered technique is substantially based on measurement of eigenfrequencies and semi quantitative analysis of natural vibration modes, instead of wave propagation speed and fields of vibrational displacement used by other acoustic methods. The developed method of the elastic composite and piezoelectric materials properties identification is implemented in linked MATLAB – Comsol Multiphysics combining the finite element analysis (FEA) of oscillations dynamics and minimization of some functional, which type is determined by particularity of a solved problem. These techniques complement the early designed by authors’ FEM-based methods for orthotropic composite static tests. The offered dynamic tests include an evaluation of specimen’s frequency response, determination of natural frequencies and vibration modes of specimens both in natural experiments and numerical finite element simulations. The identification process consists of several stages. In series of static tests are determined all allowable modules. Further a complete matrix of elastic constant is constructed, but some modules specified by approximated values (in particular, interlaminar shear modules). A series of dynamic tests executed in which the periodical excitation of samples and the frequency response is recorded by means of piezoelectric actuators and sensors. Then on basis of early defined (in static tests and with use of mix rule) modules of composite and experimentally founded eigenfrequencies by means of FEM the vibration natural modes are identified. By combination of FEM, genetic algorithm (GA) and Levenberg-Marquardt minimization method the specification of composite mechanical properties is evaluated. Application of developed technique to orthotropic composite used in aviation structures (polymeric composite spar of the helicopter main rotor blade) is explicitly illustrated. The obtained results have shown a good efficiency of proposed identification methods. We demonstrate that proposed approach provides best reliability and shows small dependence on metering equipment precision.
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3

Hoekstra, Carel, Henk Smienk, Joris van Drunen, and Alessio Pistidda. "Applying CFD for In-Line Structure Hydrodynamics in Pipeline Installation Analysis." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54273.

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Анотація:
Over the last decade Heerema Marine Contractors (HMC) has successfully performed multiple installation campaigns of large sized in-line structures (ILS) with Deep Water Construction Vessels (DCV) Aegir and Balder. Nowadays steady increase in size and weight of ILS have made these special operations even more complex. Presence of large sized ILS and accompanying buoyancy modules in the catenary have proven to play a dominant role in pipeline integrity. Originally hydrodynamic force formulations in finite element analysis are solely designated for the pipeline itself. These computations comprehend the application of the Morison equation using constant hydrodynamic coefficients of basic shapes in steady flow. Therefore hydrodynamic forces acting on the ILS, characterized by irregular relative motions of a complex shaped and perforated structure, are highly simplified while playing a dominant role in the analyses. Validity of applying the standard Morison equation is debatable, since large ILS cannot be assumed slender. Nonetheless Morison type formulations can provide reasonable results depending on the accuracy of the hydrodynamic coefficients. Deriving these coefficients for complex shaped structures using industry standards is a highly interpretive process involving an accumulation of assumptions. This approach yields varying coefficients, which are applied conservatively in installation analyses, resulting in an unnecessary reduction of DCV offshore workability. To improve workability of these complex installations, HMC has implemented an ILS specific hydrodynamic profile from Computational Fluid Dynamics (CFD) analysis into the installation analyses. This is effectuated by the development of an enhanced methodology with a dedicated hydrodynamic formulation for large perforated ILS. Dependencies on Keulegan-Carpenter (KC) number and local angle of attack are addressed in this formulation to respectively cover the inertia dominated oscillating motions and complex geometric composition. The applied hydrodynamic formulation is based on work of Molin et al. which showed a good agreement to the CFD analysis performed for this study. Development and application of this methodology is initiated as a first assessment towards more accurate ILS installation analyses. Analysis of a study case shows reductions up to 50% of maximum bending strain in a specific regular wave analysis. From the work presented it is concluded that the industry practice vastly overestimates hydrodynamic forcing on large sized ILS. Complementary research is needed on the topics of oscillations for low (<1.0) KC number, effects of relative fluid velocity and finally the implementation of irregular waves.
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