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Relevant bibliographies by topics / Uniformly distributed

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Academic literature on the topic 'Uniformly distributed'

Author: Grafiati

Published: 19 February 2023

Last updated: 20 February 2023

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Journal articles on the topic "Uniformly distributed"

1

Drmota, Michael. "Contributions to uniformly distributed functions, II. Completely uniformly distributed functions." Proceedings of the Japan Academy, Series A, Mathematical Sciences 67, no. 3 (1991): 73–78. http://dx.doi.org/10.3792/pjaa.67.73.

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Horváth, Michal. "AR models with uniformly distributed noise." Applications of Mathematics 34, no. 5 (1989): 396–401. http://dx.doi.org/10.21136/am.1989.104367.

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Strauch, Oto, Milan Paštéka, and Georges Grekos. "Kloosterman's uniformly distributed sequence." Journal of Number Theory 103, no. 1 (November 2003): 1–15. http://dx.doi.org/10.1016/s0022-314x(03)00011-8.

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Ho, Nguyen Van, and Nguyen Thi Hoa. "Random $n$-ary sequence and mapping uniformly distributed." Applications of Mathematics 40, no. 1 (1995): 33–46. http://dx.doi.org/10.21136/am.1995.134276.

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Kim, Woo Chang, and Yongjae Lee. "A uniformly distributed random portfolio." Quantitative Finance 16, no. 2 (February 2016): 297–307. http://dx.doi.org/10.1080/14697688.2015.1114360.

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Menapace, Andrea, Diego Avesani, Maurizio Righetti, Alberto Bellin, and Giuseppe Pisaturo. "Uniformly Distributed Demand EPANET Extension." Water Resources Management 32, no. 6 (February 21, 2018): 2165–80. http://dx.doi.org/10.1007/s11269-018-1924-6.

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Rebaza, Jorge. "Uniformly distributed points on the sphere." Communications on Pure & Applied Analysis 4, no. 2 (2005): 389–403. http://dx.doi.org/10.3934/cpaa.2005.4.389.

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Kirchheim, Bernd, and David Preiss. "Uniformly Distributed Measures in Euclidean Spaces." MATHEMATICA SCANDINAVICA 90, no. 1 (March 1, 2002): 152. http://dx.doi.org/10.7146/math.scand.a-14367.

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Nuray, Fatih. "(λ, μ)$-uniformly distributed double sequences." Journal of Classical Analysis, no. 2 (2022): 159–69. http://dx.doi.org/10.7153/jca-2022-19-13.

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ZHU, Qidan, Xue LIU, and Chengtao CAI. "Robot Homing with Uniformly Distributed Features." Robot 35, no. 5 (2013): 544. http://dx.doi.org/10.3724/sp.j.1218.2013.00544.

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Dissertations / Theses on the topic "Uniformly distributed"

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Tandon, Surinder Kumar. "Deformations of helical fibres under uniformly and non-uniformly distributed compressive forces." Thesis, University of Leeds, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.235516.

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SAMPAIO, LUIZ EDUARDO BITTENCOURT. "ANALYSIS OF GEODESIC LENSES WITH UNIFORMLY DISTRIBUTED FEEDERS." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2000. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=7494@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO
Lentes eletromagnéticas têm sido usadas desde a década de 50 como forma de se obter uma antena com apontamento eletrônico e alta diretividade, capaz de operar numa vasta faixa de freqüências. Por este motivo, tornaram-se populares, principalmente em aplicações de Guerra Eletrônica. Entretanto, uma de suas desvantagens é que, a cada momento, apenas uma fonte emissora é usada para um certo apontamento. Esta tese propõe um novo tipo de lentes geodésica em que se emprega uma distribuição de fontes uniforme sobre a entrada da lente, sendo que todas elas sempre emitem com a mesma potência, independentemente da direção escolhida para o feixe. Os mesmos objetivos são atingidos - diretividade, ampla faixa de freqüências de operação e apontamento eletrônico. Assim, todas as fontes contribuem para a potência total irradiada, com a mesma amplitude, sendo o apontamento obtido pela adequada escolha da fase de cada uma destas fontes. Acrescenta-se que tal dispositivo possui menor queda de desempenho, numa situação de falha de uma ou mais fontes. Dois modelos teóricos para a análise e projeto da estrutura - um baseado na ótica geométrica e outro em técnicas modais - são apresentados e comparados.
Electromagnetic lenses have been applied since early 50´s as a means of obtaining an electronic steerable antenna with high directivity and broadband range of operation. For this reason, they have became very popular in Electronic warfare applications. Some of their weakness, however, would be the fact that only one feed point (supply) - and all the associated circuitry - can be used at a time, in order to generate a single bean in the radiated field. The purpose of this these is to propose a new kind of geodesic lens in which the same goals are obtained (high directivity, broadband range of frequencies, and electronic steering) but with an uniform distribution of feeding along the lens input, all the supplies used at all times, no matter what the direction chosen for the output bean. Therefore, all the feeding points are radiating the same amount of power (same amplitude), the electronic steering is obtained by properly setting the phases of the several supplies at the input of the lens. Moreover, the device proposed here has less degradation of performance when one or a few supplies go down. Two theoretic models for the analysis and design of such device - one based on the geometric optics and the other based on modal techniques - are also provided and compared.

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Drizen, Andy L. "Generating uniformly-distributed random generalised 2-designs with block size 3." Thesis, Queen Mary, University of London, 2012. http://qmro.qmul.ac.uk/xmlui/handle/123456789/8517.

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Generalised t-designs, defined by Cameron, describe a generalisation of many combinatorial objects including: Latin squares, 1-factorisations of K2n (the complete graph on 2n vertices), and classical t-designs. This new relationship raises the question of how their respective theory would fare in a more general setting. In 1991, Jacobson and Matthews published an algorithm for generating uniformly distributed random Latin squares and Cameron conjectures that this work extends to other generalised 2-designs with block size 3. In this thesis, we divide Cameron’s conjecture into three parts. Firstly, for constants RC, RS and CS, we study a generalisation of Latin squares, which are (r c) grids whose cells each contain RC symbols from the set f1;2; : : : ; sg such that each symbol occurs RS times in each column and CS times in each row. We give fundamental theory about these objects, including an enumeration for small parameter values. Further, we prove that Cameron’s conjecture is true for these designs, for all admissible parameter values, which provides the first method for generating them uniformly at random. Secondly, we look at a generalisation of 1-factorisations of the complete graph. For constants NN and NC, these graphs have n vertices, each incident with NN coloured edges, such that each colour appears at each vertex NC times. We successfully show how to generate these designs uniformly at random when NC 0 (mod 2) and NN NC. Finally, we observe the difficulties that arise when trying to apply Jacobson and Matthews’ theory to the classical triple systems. Cameron’s conjecture remains open for these designs, however, there is mounting evidence which suggests an affirmative result. A function reference for DesignMC, the bespoke software that was used during this research, is provided in an appendix.

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Tribble, Seth D. "Markov chain monte carlo algorithms using completely uniformly distributed driving sequences /." May be available electronically:, 2007. http://proquest.umi.com/login?COPT=REJTPTU1MTUmSU5UPTAmVkVSPTI=&clientId=12498.

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Mkhaliphi, Mkhuseli Bruce. "Reconstruction of Functions From Non-uniformly Distributed Sampled Data in Shift-Invariant Frame Subspaces." Master's thesis, Faculty of Engineering and the Built Environment, 2018. http://hdl.handle.net/11427/30079.

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The focus of this research is to study and implement efficient iterative reconstruction algorithms. Iterative reconstruction algorithms are used to reconstruct bandlimited signals in shift-invariant L2 subspaces from a set of non-uniformly distributed sampled data. The Shannon-Whittaker reconstruction formula commonly used in uniform sampling problems is insufficient in reconstructing function from non-uniformly distributed sampled data. Therefore new techniques are required. There are many traditional approaches for non-uniform sampling and reconstruction methods where the Adaptive Weights (AW) algorithm is considered to be the most efficient. Recently, the Partitions of Unity (PoU) algorithm has been suggested to outperform the AW although there has been much literature covering its numerical performance. A study and analysis of the implementation of the Adaptive Weights (AW) and Partitions of Unity (PoU) reconstruction methods is conducted. The algorithms consider the missing data problem, defined as reconstructing continuous-time (CT) signals from non-uniform samples which resulted from missing samples on a uniform grid. Mainly, the algorithms convert the non-uniform grid to a uniform grid. The implemented iterative methods construct CT bandlimited functions in frame subspaces. Bandlimited functions are considered to be a superposition of basis functions, named frames. PoU is a variation of AW, they differ by the choice of frame because each frame produces a different approximation operator and convergence rate. If efficiency is defined as the norm convergence and computational time of an algorithm, then among the two methods, discussed, the PoU method is more efficient. The AW method is slow and converged to a higher error than that of the PoU. However, AW compensates for its slowness and less accuracy by being convergent and robust for large sampling gaps and less sensitive to the sampling irregularities. The impact of additive white Gaussian noise on the performance of the two algorithms is also investigated. The numerical tools utilized in this research consist of the theory of discrete irregular sampling, frames, and iterative techniques. The developed software provides a platform for sampling signals under non-ideal conditions with real devices.

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Di, Tommaso Nicholas. "Influence of concrete strength and uniformly distributed reinforcement ratio on the behaviour of concrete deep beams." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114386.

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Six full-scale reinforced concrete deep beams were constructed and tested to investigate the influence of concrete strength on their behaviour. Two levels of uniformly distributed reinforcement steel were tested for three pairs of deep beams with different concrete strengths to determine the influence of the reinforcement ratio on performance. Simple strut-and-tie models, refined strut-and-tie models, and sectional analysis are used to predict the behaviour of the specimens and to verify design approaches. It was found that increased concrete strength resulted in an increase in the ratio of the bearing stress at crushing to the compressive strength of the concrete. An increase in the reinforcement ratio from 0.2% to 0.3% resulted in smaller crack widths at service load level.
Six poutres profondes de grandeur réelle en béton armé ont été construits et testés pour étudier l'influence de la résistance du béton sur leur comportement. Deux niveaux d'armature distribuée uniformément ont été testés pour trois paires de poutres profondes avec des bétons de différentes résistances pour étudier l'influence du ratio d'armature sur la performance. Des modèles de bielle et tirant simples, des modèles de bielle et tirants plus complexes, et l'analyse par section sont utilisés pour prédire le comportement des spécimens et pour vérifier les approches de conception. Une augmentation de la résistance du béton a entraîné une augmentation du ratio de la contrainte d'écrasement à la résistance du béton en compression. Une augmentation du ratio d'armature de 0.2% à 0.3% a entraîné une diminution de la largeur des fissures à la charge de service.

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Tseng, Ya-Ting. "Three-Dimensional Model of Solid Ignition and Ignition Limit by a Non-Uniformly Distributed Radiant Heat Source." Case Western Reserve University School of Graduate Studies / OhioLINK, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=case1307551796.

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Rocchi, Kevin. "The Behaviour of Plank (Tongue and Groove) Wood Decking Under the Effects of Uniformly Distributed and Concentrated Loads." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/26183.

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Plank (tongue and groove) wood decking is a product that is commonly used in post and beam timber construction to transfer gravity loads on roofs and floors. In 2010, The National Building Code of Canada changed the application area of the specified concentrated roof live loads from 750 mm x 750 mm to 200 mm x 200 mm. The change was made to better reflect the area which a construction worker with equipment occupies. Preliminary analysis showed that the change in the application area of concentrated loads may have a significant impact on the design of decking systems. Little research or development has been done on plank decking since the 1950’s and 1960’s. An experimental program was undertaken at the University of Ottawa’s structural laboratory to better understand the behaviour of plank decking under uniformly distributed and concentrated loads. Non-destructive and destructive tests were conducted on plank decking systems to investigate their stiffness and failure mode characteristics under uniformly distributed as well as concentrated loads. The experimental test program was complimented with a detailed finite element model in order to predict the behaviour of a plank decking system, especially the force transfer between decks through the tongue and groove joint. The study showed that the published deflection coefficients for uniformly distributed loads can accurately predict the three types of decking layup patterns specified in the Canadian Design Standard (CSA O86, 2009). For unbalanced uniformly distributed loads on two-span continuous layup, it was found that the deflection coefficient of 0.42 was non-conservative. It was also found that under concentrated loads, the stiffness of the decking system increased significantly as more boards were added. A deflection coefficient of 0.40 is appropriate to calculate the deflection for the three types of decking layup patterns specified in the Canadian Design Standard (CSA O86, 2009) under concentrated load on an area of 200 mm by 200 mm. Significant load sharing was observed for plank decking under concentrated loads. An increase in capacity of about 1.5 to 2.5 times the capacity of the loaded boards was found. Furthermore, it was found that placing sheathing on top of a decking system had a significant effect in the case of concentrated load with an increase of over 50% in stiffness and over 100% in ultimate capacity.

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Logan, Philip James. "A Planar Pseudo-Rigid-Body Model for Cantilevers Experiencing Combined Endpoint Forces and Uniformly Distributed Loads Acting in Parallel." Scholar Commons, 2015. http://scholarcommons.usf.edu/etd/5730.

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This dissertation describes the development and effectiveness of a mathematical model used to predict the behavior of cantilever beams whose loading conditions include parallel combinations of evenly distributed loads and endpoint forces. The large deflection of cantilever beams has been widely studied. A number of models and mathematical techniques have been utilized in predicting the endpoint path coordinates and load-deflection relationships of such beams. The Pseudo-Rigid-Body Model (PRBM) is one such method which replaces the elastic beam with rigid links of a parameterized pivot location and torsional spring stiffness. In this paper, the PRBM method is extended to include cases of a constant distributed load combined with a parallel endpoint force. The phase space of the governing differential equations is used to store information relevant to the characterization of the PRBM parameters. Correction factors are also given to decrease the error in the load-deflection relationship and extend the angular range of the model, thereby further aiding compliant mechanism design. The calculations suggest a simple way of representing the effective torque caused by a distributed load in a PRBM as a function of easily calculated model parameters.

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Ncube, Noah, and Stephen Sabaa. "Non-uniformly distributed compression perpendicular to the grain in steel-CLT connections : Experimental and Numerical Analysis of bearing capacity and displacement behaviour." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-90646.

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Previous studies have mainly focused on the behaviour of timber under uniformly distributed compression perpendicular to the grain (CPG) loads. However, there are many practical applications in which timber is loaded by non-uniformly distributed CPG loads. Different design and test codes like the Eurocode 5 (EC5), DIN 1052:2004, ASTM D143- 94 and EN-408:2010 only account for load configurations where timber is subjected to uniformly distributed loads. For specific uniformly distributed load (UDL) configurations the bearing capacity of timber (solid softwood timber or Glulam) in compression is adapted by using a load configuration factor (kc,90) according to EC5, the European code for design of timber structures. EC5 has no guidelines for cross-laminated timber (CLT) under UDL with the exception of the Austrian National Regulations for EC5. In this work, an experimental and numerical study on the bearing capacity and displacement behaviour of CLT subjected to non-uniformly distributed loading (NuDL) is conducted on eight different load configurations. A steel-CLT connection in which the CLT is partially loaded is used in this study. Finite element modelling, performed using the commercial software Abaqus CAE is used as the numerical simulation of the experimental study and is validated by experimental results. Load configuration factors (kc,90) from experimental results are compared with values from the Swedish CLT handbook (KL-Trähandbok). The outcome of the study shows that load configuration factor for NuDL cases is higher than for UDL cases. Hence, for same load configurations a lower CPG strength is required in NuDL than in UDL. Moreover, numerical results feature overall good congruence with the elastic phase of the experiments and have the potential to augment experiments in further understanding other complex steel-CLT connections

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Books on the topic "Uniformly distributed"

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Goessens, Walter. An analysis of the next-fit binpacking-algorithm: Case: discrete uniformly distributed items. Antwerpen: Universiteit Antwerpen, 1995.

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Goessens, Walter. An analysis of the first-fit binpacking-algorithm: Case: continuous uniformly distributed items. Antwerpen: Universiteit Antwerpen, 1994.

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Cousins, William. The flexural behaviour of cambered concrete slabs with partial lateral restraint when subjected to short-term uniformly distributed loads. [s.l: The Author], 1989.

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Lemeshko, Boris, and Irina Veretel'nikova. Criteria for testing hypotheses about randomness and the absence of a trend. Application Guide. ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1587437.

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The monograph discusses the application of statistical criteria aimed at testing hypotheses about the absence of a trend in the analyzed samples. The rejection of such a hypothesis gives grounds to consider the analyzed data as samples of independent equally distributed random variables. We consider a set of special criteria aimed at testing such hypotheses, as well as a set of criteria for the uniformity of laws, the uniformity of averages and the uniformity of variances, which can also be used for these purposes. The disadvantages and advantages of various criteria are emphasized, the application of criteria in conditions of violation of standard assumptions is considered. Estimates of the power of the criteria are given, which allows you to navigate when choosing the most preferred criteria. Following the recommendations will ensure the correctness and increase the validity of statistical conclusions when analyzing data. It is intended for specialists who are interested in the application of statistical methods for the analysis of various aspects and trends of the surrounding reality and who are in contact with the processing of experimental results, the need for data analysis in their activities. It will be useful for engineers, researchers, specialists of various profiles (doctors, biologists, sociologists, economists, etc.) who face the need for statistical analysis of experimental results in their activities. It will also be useful for university teachers, graduate students and students.

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Sogge, Christopher D. Hangzhou Lectures on Eigenfunctions of the Laplacian (AM-188). Princeton University Press, 2017. http://dx.doi.org/10.23943/princeton/9780691160757.001.0001.

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Based on lectures given at Zhejiang University in Hangzhou, China, and Johns Hopkins University, this book introduces eigenfunctions on Riemannian manifolds. The book gives a proof of the sharp Weyl formula for the distribution of eigenvalues of Laplace–Beltrami operators, as well as an improved version of the Weyl formula, the Duistermaat-Guillemin theorem under natural assumptions on the geodesic flow. The book shows that there is quantum ergodicity of eigenfunctions if the geodesic flow is ergodic. It begins with a treatment of the Hadamard parametrix before proving the first main result, the sharp Weyl formula. The book avoids the use of Tauberian estimates and instead relies on sup-norm estimates for eigenfunctions. It also gives a rapid introduction to the stationary phase and the basics of the theory of pseudodifferential operators and microlocal analysis. These are used to prove the Duistermaat-Guillemin theorem. Turning to the related topic of quantum ergodicity, the book demonstrates that if the long-term geodesic flow is uniformly distributed, most eigenfunctions exhibit a similar behavior, in the sense that their mass becomes equidistributed as their frequencies go to infinity.

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Geometric Formation With Uniform Distribution and Movement in Formation of Distributed Mobile Robots. Storming Media, 1996.

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Book chapters on the topic "Uniformly distributed"

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Weik, Martin H. "uniformly distributed constant-amplitude frequency spectrum." In Computer Science and Communications Dictionary, 1860. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_20415.

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Drmota, M., R. F. Tichy, and R. Winkler. "Completely uniformly distributed sequences of matrices." In Lecture Notes in Mathematics, 43–57. Berlin, Heidelberg: Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/bfb0096980.

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Wätjen, Dietmar. "On cooperating distributed uniformly limited 0L systems." In New Trends in Formal Languages, 178–96. Berlin, Heidelberg: Springer Berlin Heidelberg, 1997. http://dx.doi.org/10.1007/3-540-62844-4_12.

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Galindo-Legaria, César A., Arjan Pellenkoft, and Martin L. Kersten. "Uniformly-distributed random generation of join orders." In Database Theory — ICDT '95, 280–93. Berlin, Heidelberg: Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/3-540-58907-4_22.

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Yum, Dae Hyun, Duk Soo Kim, Jin Seok Kim, Pil Joong Lee, and Sung Je Hong. "Order-Preserving Encryption for Non-uniformly Distributed Plaintexts." In Information Security Applications, 84–97. Berlin, Heidelberg: Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27890-7_7.

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Faasen, Craig. "Intermediate uniformly distributed tuple space on transputer meshes." In Reasearch Directions in High-Level Parallel Programming Languages, 157–73. Berlin, Heidelberg: Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/3-540-55160-3_41.

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Giuliani, D., and J. L. Gruver. "Uniformly Distributed Sequences and the Maximum Entropy Principle." In Maximum Entropy and Bayesian Methods, 121–25. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-017-2217-9_16.

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Targhi, Ehsan Ebrahimi, Gelo Noel Tabia, and Dominique Unruh. "Quantum Collision-Resistance of Non-uniformly Distributed Functions." In Post-Quantum Cryptography, 79–85. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-29360-8_6.

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Luo, Zhi-Wei, Kazuyoshi Asada, Masaki Yamakita, and Koji Ito. "Self-Organization of an Uniformly Distributed Visuo-Motor Map through Controlling the Spatial Variation." In Distributed Autonomous Robotic Systems, 279–88. Tokyo: Springer Japan, 1994. http://dx.doi.org/10.1007/978-4-431-68275-2_25.

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Biskup, Joachim, and Marcel Preuß. "Can We Probabilistically Generate Uniformly Distributed Relation Instances Efficiently?" In Advances in Databases and Information Systems, 75–89. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54832-2_8.

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Conference papers on the topic "Uniformly distributed"

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Liang, Yongqi, X. Rong Li, Chongzhao Han, and Zhansheng Duan. "Model-set design: Uniformly distributed models." In 2009 Joint 48th IEEE Conference on Decision and Control (CDC) and 28th Chinese Control Conference (CCC). IEEE, 2009. http://dx.doi.org/10.1109/cdc.2009.5399569.

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Rovira, J., P. Wonka, F. Castro, and M. Sbert. "Point sampling with uniformly distributed lines." In Point-Based Graphics 2005. IEEE, 2005. http://dx.doi.org/10.1109/pbg.2005.194071.

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Sharma, Ashwani, I. J. Garcia Zuazola, Asier Perallos, John C. Batchelor, and Anshu Gupta. "Fabricated Non-uniformly Distributed-Turns Coil." In 2014 IEEE International Symposium on Antennas and Propagation & USNC/URSI National Radio Science Meeting. IEEE, 2014. http://dx.doi.org/10.1109/aps.2014.6905094.

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Yang, Bingen, and Houfei Fang. "Transfer Function Analysis of Non-Uniformly Distributed Parameter Systems." In ASME 1993 Design Technical Conferences. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/detc1993-0223.

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Abstract This paper studies a transfer function formulation for general one-dimensional, non-uniformly distributed systems subject to arbitrary boundary conditions and external disturbances. The purpose is to provide an useful alternative for modeling and analysis of distributed parameter systems. In the development, the system equations of the non-uniform system are cast into a state space form in the Laplace transform domain. The system response and distributed transfer functions are derived in term of the fundamental matrix of the state space equation. Two approximate methods for evaluating the fundamental matrix are proposed. With the transfer function formulation, various dynamics and control problems for the non-uniformly distributed system can be conveniently addressed. The transfer function analysis is also applied to constrained/combined non-uniformly distributed systems.

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Cheng, Minhao, and Cho-Jui Hsieh. "Distributed Primal-Dual Optimization for Non-uniformly Distributed Data." In Twenty-Seventh International Joint Conference on Artificial Intelligence {IJCAI-18}. California: International Joint Conferences on Artificial Intelligence Organization, 2018. http://dx.doi.org/10.24963/ijcai.2018/280.

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Distributed primal-dual optimization has received many focuses in the past few years. In this framework, training samples are stored in multiple machines. At each round, all the machines conduct a sequence of updates based on their local data, and then the local updates are synchronized and merged to obtain the update to the global model. All the previous approaches merge the local updates by averaging all of them with a uniform weight. However, in many real world applications data are not uniformly distributed on each machine, so the uniform weight is inadequate to capture the heterogeneity of local updates. To resolve this issue, we propose a better way to merge local updates in the primal-dual optimization framework. Instead of using a single weight for all the local updates, we develop a computational efficient algorithm to automatically choose the optimal weights for each machine. Furthermore, we propose an efficient way to estimate the duality gap of the merged update by exploiting the structure of the objective function, and this leads to an efficient line search algorithm based on the reduction of duality gap. Combining these two ideas, our algorithm is much faster and more scalable than existing methods on real world problems.

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ALDROUBI, AKRAM, and HANS G. FEICHTINGER. "NON-UNIFORM SAMPLING: EXACT RECONSTRUCTION FROM NON-UNIFORMLY DISTRIBUTED WEIGHTED-AVERAGES." In Proceedings of the International Conference of Computational Harmonic Analysis. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812776679_0001.

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Parise, G., L. Parise, M. Di Ruggiero, G. Falanga, Chun-Lien Su, and P. B. Chavdarian. "Systems design criteria for uniformly distributed loads." In 2018 IEEE Industry Applications Society Annual Meeting (IAS2018). IEEE, 2018. http://dx.doi.org/10.1109/ias.2018.8544487.

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Trump, Tonu. "A robust detector for uniformly distributed noise." In 2010 IEEE International Conference on Acoustics, Speech and Signal Processing, ICASSP 2010. IEEE, 2010. http://dx.doi.org/10.1109/icassp.2010.5495819.

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Rogers, Uri, and Hao Chen. "Distributed detection and Uniformly Most Powerful tests." In ICASSP 2013 - 2013 IEEE International Conference on Acoustics, Speech and Signal Processing (ICASSP). IEEE, 2013. http://dx.doi.org/10.1109/icassp.2013.6638462.

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Choudhary, Kavita, and G. N. Purohit. "MOGA-UDTG: Automated uniformly distributed testing approach." In 2014 Recent Advances in Engineering and Computational Sciences (RAECS). IEEE, 2014. http://dx.doi.org/10.1109/raecs.2014.6799540.

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Reports on the topic "Uniformly distributed"

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Trim, M., Matthew Murray, and C. Crane. Modernization and structural evaluation of the improved Overhead Cable System. Engineer Research and Development Center (U.S.), March 2021. http://dx.doi.org/10.21079/11681/40025.

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A modernized Overhead Cable System prototype for a 689 ft (210 m) Improved Ribbon Bridge crossing was designed, assembled, and structurally tested. Two independent structural tests were executed, i.e., a component-level compression test of the BSS tower was performed to determine its load capacity and failure mode; and a system-level ‘dry’ test of the improved OCS prototype was conducted to determine the limit state and failure mode of the entire OCS. In the component-level compression test of the BSS tower, the compressive capacity was determined to be 102 kips, and the failure mode was localized buckling in the legs of the tower section. During system-level testing, the prototype performed well up to 40.5 kips of simulated drag load, which corresponds to a uniformly distributed current velocity of 10.7 ft/s. If a more realistic, less conservative parabolic velocity distribution is assumed instead, the drag load for an 11 ft/s current is 21.1 kips. Under this assumption, the improved OCS prototype has a factor of safety of 1.9, based on a 689-ft crossing and 11-ft/s current. The OCS failed when one of the tower guy wires pulled out of the ground, causing the tower to overturn.

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Chance, M. S., J. M. Greene, and T. H. Jensen. The field line topology of a uniform magnetic field superposed on the field of a distributed ring current. Office of Scientific and Technical Information (OSTI), July 1991. http://dx.doi.org/10.2172/5523618.

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Doo, Johnny. Unsettled Issues Concerning the Opportunities and Challenges of eVTOL Applications during a Global Pandemic. SAE International, October 2020. http://dx.doi.org/10.4271/epr2020022.

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Electric vertical takeoff and landing (eVTOL) aircraft technology has developed beyond the traditional aviation industry and now influences the creation of new and novel transportation applications. Some experts even suggest on-demand eVTOL logistics capabilities could be harnessed by crisis response teams to c ombat a future pandemic. The lessons of the COVID-19 crisis highlighted the challenges of managing a global pandemic response due to the difference in regional and local resources, culture, and political systems. Although there may not be a uniform crisis management strategy that the world can agree on, next-generation vertical flight vehicles could be used to distribute limited medical equipment, supplies, and personnel to hot spots faster than conventional aircraft or ground vehicles. However, creating this capability is not easy. This SAE EDGE™ Research Report by Johnny Doo addresses the opportunities and challenges of establishing an eVTOL fleet, including deployment, supporting infrastructure, and fleet management.

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ELASTIC BUCKLING OF OUTSTAND STAINLESS-CLAD BIMETALLIC STEEL PLATES SUBJECTED TO UNIAXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.274.

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The application of stainless-clad (SC) bimetallic steel in various conditions such as offshore and marine environment requires members designed in different cross-sectional shapes, which consist of both internal and outstand elements. To form a comprehensive understanding of buckling behaviour of the SC bimetallic steel members, the behaviour of outstand compression plates needs to be investigated. In this study, the theoretical elastic buckling stress of outstand SC bimetallic steel plates subjected to uniformly distributed uniaxial compression is derived. Considering the position of neutral surface, the energy method and Ritz formulation are used to solve the buckling stress. Adaptation of the first-order shear deformation plate theory (FSDT) is used to modify the solution, which is further compared with finite element analyses. The influence of different parameters such as cladding configuration, clad ratio, elastic modulus ratio, aspect ratio and width-to-thickness ratio on the elastic buckling behaviour of SC bimetallic plates is analysed. The simplified design formulae and design requirements are summarized to form a comprehensive design method.

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ELASTIC BUCKLING OF OUTSTAND STAINLESS-CLAD BIMETALLIC STEEL PLATES. The Hong Kong Institute of Steel Construction, March 2023. http://dx.doi.org/10.18057/ijasc.2023.19.1.5.

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The application of stainless-clad (SC) bimetallic steel in various conditions such as offshore and marine environment requires members designed in different cross-sectional shapes, which consist of both internal and outstand elements. To form a comprehensive understanding of buckling behaviour of the SC bimetallic steel members, the behaviour of outstand compression plates needs to be investigated. In this study, the theoretical elastic buckling stress of outstand SC bimetallic steel plates subjected to uniformly distributed uniaxial compression is derived. Considering the position of neutral surface, the energy method and Ritz formulation are used to solve the buckling stress. Adaptation of the first-order shear deformation plate theory (FSDT) is used to modify the solution, which is further compared with finite element analyses. The influence of different parameters such as cladding configuration, clad ratio, elastic modulus ratio, aspect ratio and width-to-thickness ratio on the elastic buckling behaviour of the SC bimetallic plates is analysed. The simplified design formulae and design requirements are summarized to form a comprehensive design method.

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