Littérature scientifique sur le sujet « Irregular Design »
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Articles de revues sur le sujet "Irregular Design"
Schlueter, Arno, et Tobias Bonwetsch. « Design Rationalization of Irregular Cellular Structures ». International Journal of Architectural Computing 6, no 2 (juin 2008) : 197–211. http://dx.doi.org/10.1260/147807708785850104.
Texte intégralReck, Brian, et J. P. Morgan. « Optimal design in irregular BIBD settings ». Journal of Statistical Planning and Inference 129, no 1-2 (février 2005) : 59–84. http://dx.doi.org/10.1016/j.jspi.2004.06.039.
Texte intégralAl-Ansari, Mohammed Salem, et Muhammad Shekaib Afzal. « Simplified Irregular Beam Analysis and Design ». Civil Engineering Journal 5, no 7 (21 juillet 2019) : 1577–89. http://dx.doi.org/10.28991/cej-2019-03091354.
Texte intégralAl-Ansari, Mohammed Salem, et Muhammad Shekaib Afzal. « Structural analysis and design of irregular shaped reinforced concrete slabs using a simplified design method ». Journal of Structural Engineering & ; Applied Mechanics 3, no 4 (31 décembre 2020) : 276–88. http://dx.doi.org/10.31462/jseam.2020.04276288.
Texte intégralDhanuskar, Dr J. R., et Yogesh M. Jadhav. « Analysis and Design of an Irregular Steel Marine Structure ». International Journal for Research in Applied Science and Engineering Technology 11, no 2 (28 février 2023) : 520–25. http://dx.doi.org/10.22214/ijraset.2023.49054.
Texte intégralClifton-Everest, Robert, Trevor L. McDonell, Manuel M. T. Chakravarty et Gabriele Keller. « Streaming irregular arrays ». ACM SIGPLAN Notices 52, no 10 (31 octobre 2017) : 174–85. http://dx.doi.org/10.1145/3156695.3122971.
Texte intégralVisvizi, Anna, Colette Mazzucelli et Miltiadis Lytras. « Irregular migratory flows ». Journal of Science and Technology Policy Management 8, no 2 (3 juillet 2017) : 227–42. http://dx.doi.org/10.1108/jstpm-05-2017-0020.
Texte intégralSon, Phan Le. « Irregular microphone array design for broadband beamforming ». Signal Processing 193 (avril 2022) : 108431. http://dx.doi.org/10.1016/j.sigpro.2021.108431.
Texte intégralRoumy, A., S. Guemghar, G. Caire et S. Verdu. « Design Methods for Irregular Repeat–Accumulate Codes ». IEEE Transactions on Information Theory 50, no 8 (août 2004) : 1711–27. http://dx.doi.org/10.1109/tit.2004.831778.
Texte intégralAntoniadis, Anestis, et Dinh Tuan Pham. « Wavelet regression for random or irregular design ». Computational Statistics & ; Data Analysis 28, no 4 (octobre 1998) : 353–69. http://dx.doi.org/10.1016/s0167-9473(98)90145-1.
Texte intégralThèses sur le sujet "Irregular Design"
LUSTOSA, MAURO QUILES DE OLIVEIRA. « IRREGULAR REPEAT ACCUMULATE CODES : DESIGN AND EVALUATION ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2009. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=32617@1.
Texte intégralCONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO
Os códigos IRA (Irregular Repeat-Accumulate) são uma classe de códigos criada com o objetivo de permitir codificação em tempo linear garantindo comunicação robusta a taxas próximas à capacidade do canal. Eles foram introduzidas por Jin, Khandekar and McEliece em 2000. O artigo no qual foram apresentados provou que os códigos IRA alcançavam a capacidade do canal de apagamento e mostravam desempenho cmparável ao dos códigos Turbo no canal AWGN (Additive White Gaussian Noise). Os desenvolvimentos teóricos por trás dos códigos IRA vieram da busca pelos primeiros códigos LDPC (Low Density Parity Check), ou códigos em grafos, que atingiriam a capacidade do canal AWGN. Os códigos LDPC - propostos originalmente por Robert Gallager em 1963 - se tornaram objeto de grande interesse nas últimas décadas após um longo período de ostracismo desde sua concepção, desenvolvendo seu potencial para codificação de canal em aplicações tão diversas quanto comunicações por satélite, redes sem fio e streaming via IP, bem como codificação distribuída de fonte. O objetivo desta dissertação é a avaliação dos códigos IRA e os efeitos de diferentes métodos de construção de grafos em seu desempenho. O uso das muitas variações do algoritmo PEG (Progressive Edge-Growth) foi testado em simulações no canal AWGN.
Irregular Repeat-Accumulate codes are motivated by the challenge of providing a class of codes that use linear-time encoding and decoding while communicating reliably at rates close to channel capacity. They were introduced by Hui Jin, Khandekar and McEliece in 2000, their article proves that IRA codes achieve channel capacity for the binary erasure channel and exhibit remarkably good performance on the AWGN channel. The theoretical developments supporting IRA codes stem from the efforts ar the development of capacity achieving Low-Density Parity-Check codes. LDPC codes were first proposed by Robert Gallager in 1963 and became the subject of intense research during the past decade after being dormant for a long period since its conception. Efforts by many researchers have developed its potential for channel coding in applications as diverse as satellite communications, wireless networks and streaming over IP, as well as studies on its usage in Distributed Source Coding. The goal of this dissertation is the evaluation of IRA codes and the effects of different graph construction methods in its performance. The use of the many variations of the Progressive Edge-Growth algorithm with IRA codes was tested in simulations on the AWGN channel.
Das, Satrajit. « Seismic Design of Vertically Irregular Reinforced Concrete Structures ». NCSU, 2000. http://www.lib.ncsu.edu/theses/available/etd-20000820-165307.
Texte intégralSeismic building codes, such as the Uniform Building Code (UBC) do not allow the equivalent lateral force (ELF) procedure to be used for structures with vertical irregularities. The UBC defines a structure to be irregular based on the ratio of magnitudes of either strength, stiffness, mass, setback or offset of one floor to that of an adjacent floor. The criteria defining the limits of irregularity are somewhat arbitrary, but are introduced in the code to provide unambiguous, enforceable provisions. The purpose of this study is to quantify the definition of irregular structures for four different vertical irregularities - stiffness, strength, mass and nonstructural masonry infills. A total of 87 building structures with interstory stiffness and strength ratios ranging from 0.09 to 1.89 and 0.27 to 1.07, respectively, and mass ratios of 1.0, 2.5, and 5.0 are considered for a detailed parametric study. The lateral force resisting systems (LFRS) considered are special moment resisting frames and shear walls. These LFRS's are designed based on the forces obtained from the equivalent lateral force procedure. An ELF) analysis. Finally, nonlinear dynamic analysis is performed in order to assess the seismic performance of these buildings. The results show that the restrictions on the applicability of the equivalent lateral force procedure are unnecessarily conservative for irregular structures. Most structures considered in this study, designed on the basis of the ELF approach, perform reasonably well. In some cases, however, there is an initiation of an undesirable collapse mechanism. It is recommended that capacity based criteria in the design phase be appropriately used in the vicinity of the irregularity in order to ensure desired performance and behavior.
Rios, Erick E. (Erick Eladio) 1978. « Welding fixture design for irregular profile metal bellows ». Thesis, Massachusetts Institute of Technology, 2000. http://hdl.handle.net/1721.1/9049.
Texte intégralIncludes bibliographical references (leaf 23).
A general design is presented that can be used to weld Metal bellows of any shape. The bellows are made of thin stainless diaphragms welded together. Currently there is no established method for welding non-circular bellows that is both low cost and reliable. This thesis addresses some of the issues with the current welding systems providing solutions to each in a integrated design. The new concepts can be implemented with minor modifications to a whole range of bellow sizes and shapes.
by Erick E. Rios.
S.B.
Merzougui, T. « Design of digital controllers for irregular linear multivariable plants ». Thesis, University of Salford, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.308206.
Texte intégralAmarnath, Avinash. « A Self-Configurable Architecture on an Irregular Reconfigurable Fabric ». PDXScholar, 2011. https://pdxscholar.library.pdx.edu/open_access_etds/634.
Texte intégralXie, Huizhi. « Some contributions to latin hypercube design, irregular region smoothing and uncertainty quantification ». Diss., Georgia Institute of Technology, 2012. http://hdl.handle.net/1853/44770.
Texte intégralBardak, Erinc Deniz. « Design And Performance Of Capacity Approaching Irregular Low-density Parity-check Codes ». Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12611084/index.pdf.
Texte intégral2/3/13&rsquo
since it has some variable nodes of degree 2 and 13 in addition to the majority of degree-3 nodes. The observed performance is found to be very close to that of the capacity approaching commercial codes. Time spent for decoding 50,000 codewords of length 1800 at Eb/No=1.6 dB for an irregular 2/3/13 code is measured to be 19% less than that of the regular (3, 6) code, mainly because of the smaller number of decoding failures.
Wu, Ruizhe. « Performance-Driven Communication Architecture Design in Irregular, Overlaid and Hybrid Mesh Wireless NoC ». Thesis, University of Louisiana at Lafayette, 2014. http://pqdtopen.proquest.com/#viewpdf?dispub=3622964.
Texte intégralWith the scaling of silicon technology, multi-processor Systems-on-Chip (MPSoC) are moving towards many-core structures with distributed architecture where a number of processing cores with memory are interconnected by a high-speed on chip communication network to support advanced computing trends such as tera scale computing. Due to the stringent performance and power limitation, the state-of-the-art shared bus and point-to-point connections have been shown unable to supply nano scale MPSoCs (where hundreds or even thousands of cores are embedded) with both sufficient bandwidth and low latency. Network-on-Chips (NoCs) are emerging as an alternative communication platform for complex MPSoCs. In this work, we presents three novel WiNoC architectures based on UWB technology. We provide comprehensive designs, which includes Medium Access Control layer, Network layer, and modeling scheme. The implementation includes the lossless MAC, deadlock free routing algorithm, and unique simulator. Our work does not just include the pure WiNoC but also hybrid architecture. The results provides new architecture directions for wireless network on chip.
Young, Kelly Christine. « An Investigation of the Fundamental Period of Vibration of Irregular Steel Structures ». The Ohio State University, 2011. http://rave.ohiolink.edu/etdc/view?acc_num=osu1316473829.
Texte intégralMontoya, Coronado Luis Alberto. « A direct performance based seismic design method for irregular structures : applications to concrete structures ». Doctoral thesis, Universitat Politècnica de Catalunya, 2016. http://hdl.handle.net/10803/404337.
Texte intégralDesigning structures to achieve a specified performance state has gained importance on seismic design practice. Currently, several methodologies have been proposed in order to take into account for inelastic behaviour of the structure in design phases. In that sense, a performance limit state can be provided that controls damage and strength demand. However, most of these methods involve iterative process that depends, in some cases, on the experience of the designer. Otherwise, many are based on the concept of equivalent single degree of freedom system, which is, only adequate for regular structures. In this Thesis, a direct performance based seismic design methodology for irregular structure with damage control is proposed. This method is based on the superposition of two elastic spectral analyses. One strength of the method is the selection of the local distribution damage regions (by mean of plastic hinges), intentionally chosen by designer. The distribution of hinges defines the zones where damage is allowed and the desired failure mechanism in the design. A damage parameter (α) is defined to control the damage intensity in the plastic hinges and the non-structural damage through allowable displacement or drifts. This coefficient is also used for the superposition of the two elastic solutions. In this way. It is possible to estimate the evolution of the non-linear response as this parameter varies, the adequate value ofα for target performance can be easily selected. A series of case studies examples are developed on 2D and 3D irregular systems, both in plan and height. Moreover, the effects of higher modes of vibrations is highlighted on the design process, making possible to account for them in the final design. The method is validated through non-linear analyses, by means of incremental static analysis (pushover) and step-by-step time-history analysis. The results presented show good accuracy when predicting local damage, ductility and strength demand in design phases. Moreover, the methodology was used as an assessment method as well, applied to a numerical example and a pseudo-dynamic test on a full-scale prototype. It was demonstrated, in both cases, the importance of the effect of higher vibration modes. In these cases, it was evidenced that, the current provisions to achieve the “strong column–weak beam” capacity criterion may not be adequate in a general basis. The proposed method allows a more general way to obtain the overstrength factor for columns, which may be different in different stories.
Livres sur le sujet "Irregular Design"
Asymmetric and Irregular Structures (1999 Istanbul, Turkey). Irregular structures. Sous la direction de Karadoğan F, Rutenberg A et European Association of Earthquake Engineering. Task Group 8. [Istanbul] : İstanbul Technical University, Faculty of Civil Engineering, 1999.
Trouver le texte intégralMerzougui, T. Design of digital controllers for irregular linear multivatiable plants. Salford : University of Salford, 1995.
Trouver le texte intégralLavan, Oren, et Mario De Stefano, dir. Seismic Behaviour and Design of Irregular and Complex Civil Structures. Dordrecht : Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-5377-8.
Texte intégralMario, De Stefano, et SpringerLink (Online service), dir. Seismic Behaviour and Design of Irregular and Complex Civil Structures. Dordrecht : Springer Netherlands, 2013.
Trouver le texte intégralMalone, R. Terry. The analysis of irregular shaped structures : Diaphragms and shear walls. New York : McGraw-Hill, 2012.
Trouver le texte intégralTzenov, Ludmil. Seismic design of irregular structural systems = : Düzensiz yapı sistemlerinin deprem tasarımı. Maslak, İstanbul : Turkish Earthquake Foundation, 1999.
Trouver le texte intégralBento, Rita, Mario De Stefano, Dietlinde Köber et Zbigniew Zembaty, dir. Seismic Behaviour and Design of Irregular and Complex Civil Structures IV. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-83221-6.
Texte intégralZembaty, Zbigniew, et Mario De Stefano, dir. Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Cham : Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3.
Texte intégralKöber, Dietlinde, Mario De Stefano et Zbigniew Zembaty, dir. Seismic Behaviour and Design of Irregular and Complex Civil Structures III. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8.
Texte intégralTzenov, Ludmil. Seismic resistant design of irregular structures : Generalised method for determination of design seismic loading = Düzensiz yapıların deprem yüklerine göre hesabı : deprem yüklerinin belirlenmesi için genelleştirilmiş metod. Maslak, İstanbul : Turkish Earthquake Foundation, 2001.
Trouver le texte intégralChapitres de livres sur le sujet "Irregular Design"
Holleman, Patrick. « Irregular Levels ». Dans Reverse Design, 201–18. Boca Raton : Taylor & Francis, 2018. : CRC Press, 2018. http://dx.doi.org/10.1201/9780429450556-9.
Texte intégralSmith, David G. E. « Analysis of highly irregular industrial structures ». Dans European Seismic Design Practice, 383–94. London : Routledge, 2022. http://dx.doi.org/10.1201/9780203756492-59.
Texte intégralKöber, Dietlinde, et Dan Zamfirescu. « Plan Irregular Structures : Simplified Approach ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures, 155–72. Dordrecht : Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5377-8_11.
Texte intégralHo, Chat Yin. « Totally Irregular Collineation Groups and Finite Desarguesian Planes ». Dans Coding Theory and Design Theory, 127–31. New York, NY : Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4615-6654-0_10.
Texte intégralKyrkos, Miltiadis T., et Stavros A. Anagnostopoulos. « Improved Earthquake-Resistant Design of Irregular Steel Buildings ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures, 253–68. Dordrecht : Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5377-8_17.
Texte intégralBento, Rita, et João Azevedo. « Probabilistic assessment of q factors for irregular structures ». Dans Seismic Design Practice into the Next Century, 435–42. London : Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-60.
Texte intégralBento, Rita, et João Azevedo. « Probabilistic assessment of q factors for irregular structures ». Dans Seismic Design Practice into the Next Century, 435–42. London : Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-60.
Texte intégralPiker, Daniel, et Richard Maddock. « Continuous Robotic Spatial 3D Printing of Topologically Irregular Space Frames ». Dans Impact : Design With All Senses, 502–16. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29829-6_39.
Texte intégralRichard, Julien, Sanda Koboevic et Robert Tremblay. « Seismic Response of Irregular Industrial Steel Buildings ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures, 73–85. Dordrecht : Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5377-8_6.
Texte intégralCapozzi, Vittorio, Gennaro Magliulo et Roberto Ramasco. « Design of a Plan Irregular RC Frame Building by Direct Displacement-Based Design Method ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures, 269–82. Dordrecht : Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-5377-8_18.
Texte intégralActes de conférences sur le sujet "Irregular Design"
Ni, Shuyan, Tuofeng Lei, Naiping Cheng, Xin Song, Aidi Zhang et LingFeng Cheng. « Irregular SCMA Codebook Design ». Dans 2021 IEEE 21st International Conference on Communication Technology (ICCT). IEEE, 2021. http://dx.doi.org/10.1109/icct52962.2021.9658013.
Texte intégralBolton, John F. « Irregular Surface Simulation Using Spline Fitting ». Dans 1985 International Lens Design Conference, sous la direction de Duncan T. Moore et William H. Taylor. SPIE, 1986. http://dx.doi.org/10.1117/12.949231.
Texte intégralTrifonov, Peter. « Design of structured irregular LDPC codes ». Dans 2008 IEEE Region 8 International Conference on Computational Technologies in Electrical and Electronics Engineering (SIBIRCON). IEEE, 2008. http://dx.doi.org/10.1109/sibircon.2008.4602580.
Texte intégralSong-Nam Hong et Dong-Joon Shin. « Design of irregular concatenated zigzag codes ». Dans Proceedings. International Symposium on Information Theory, 2005. ISIT 2005. IEEE, 2005. http://dx.doi.org/10.1109/isit.2005.1523565.
Texte intégralMartins, T. C., et M. S. G. Tsuzuki. « Solving Irregular Rotational Knapsack Problems ». Dans Seventh International Conference on Intelligent Systems Design and Applications (ISDA 2007). IEEE, 2007. http://dx.doi.org/10.1109/isda.2007.4389691.
Texte intégralMartins, T. C., et M. S. G. Tsuzuki. « Solving Irregular Rotational Knapsack Problems ». Dans Seventh International Conference on Intelligent Systems Design and Applications (ISDA 2007). IEEE, 2007. http://dx.doi.org/10.1109/isda.2007.57.
Texte intégralMoraveji, Reza, et Hamid Sarbazi-Azad. « Direction-based routing methodology for irregular NoCs ». Dans 2008 International SoC Design Conference (ISOCC). IEEE, 2008. http://dx.doi.org/10.1109/socdc.2008.4815628.
Texte intégralBolotin, Evgeny, Israel Cidon, Ran Ginosar et Avinoam Kolodny. « Routing Table Minimization for Irregular Mesh NoCs ». Dans Design, Automation & Test in Europe Conference. IEEE, 2007. http://dx.doi.org/10.1109/date.2007.364414.
Texte intégralZhang, Lina, et Jinhui Yu. « Image Mosaics with Irregular Tiling ». Dans 2011 12th International Conference on Computer-Aided Design and Computer Graphics (CAD/Graphics). IEEE, 2011. http://dx.doi.org/10.1109/cad/graphics.2011.44.
Texte intégralBokharaei, V. Samadi, A. Shamaei, H. Sarbaziazad et M. Abbaspour. « A new routing algorithm for irregular mesh NoCs ». Dans 2008 International SoC Design Conference (ISOCC). IEEE, 2008. http://dx.doi.org/10.1109/socdc.2008.4815622.
Texte intégralRapports d'organisations sur le sujet "Irregular Design"
Heckl, Karsten S. Operational Design and Irregular Warfare. Fort Belvoir, VA : Defense Technical Information Center, octobre 2009. http://dx.doi.org/10.21236/ada513963.
Texte intégralDETERMINATION OF THE BUCKLING LOADS OF IRREGULARLY SHAPED PLATES USING A NEW DESIGN APPROACH. The Hong Kong Institute of Steel Construction, mars 2019. http://dx.doi.org/10.18057/ijasc.2019.15.1.9.
Texte intégral