Relevant bibliographies by topics / Panel

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Panel'

Author: Grafiati
Published: 4 June 2021
Last updated: 15 June 2025

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Journal articles on the topic "Panel"

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Peters, Sunday O., Mahmut Sinecen, and Kadir Kizilkaya. "PSVIII-21 Bivariate genomic prediction with different heritability, QTL and SNP panel scenarios using artificial neural network." Journal of Animal Science 97, Supplement_3 (2019): 261–62. http://dx.doi.org/10.1093/jas/skz258.532.

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Abstract A bivariate simulation study was carried out to compare the accuracies of genomic predictions from bivariate artificial neural network model with 1 to 10 neurons (ANN-1–10) using the SNPs on the first chromosome of Brangus beef cattle for 50% genetically correlated two traits with heritabilities of 25% and 50% (T1h2=0.25 and T2h2=0.5) determined either by 50, 100, 250 or 500 QTL. After QTL were created by randomly selecting 50, 100, 250 and 500 SNPs from the 3361 SNPs of 719 animals, their effects were sampled from a bivariate normal distribution. The breeding value of animal i in each QTL scenario was generated as Σgijβ j where gij is the genotype of animal i at QTL j and the vector of β j has the effects of QTL j from a bivariate normal distribution for T1h2=0.25 and T2h2=0.5. Phenotypic values (Σgijβ j+ei) of animal i for traits were generated by adding residuals (ei) from a bivariate normal distribution to the Σgijβ j of animal i. Genomic predictions for T1h2=0.25 and T2h2=0.5 were carried out by bivariate Feed Forward MultiLayer Perceptron ANN-1–10 neurons with three sets of SNP panels, only QTL genotypes (Panel1), all SNP markers, including the QTL (Panel2), and all SNP markers, excluding the QTL (Panel3). The correlations between phenotypes and predicted phenotypes from 10-fold cross validation for bivariate analysis of T1h2=0.25 and T2h2=0.5 were used to assess predictive ability of bivariate ANN-1–10 neurons based on 4 QTL scenarios with 3 Panels of SNP panels. Correlations for genomic predictions of T2h2=0.5 were higher than those from T2h2=0.25 for all QTL and Panel scenarios (Table 1). Panle2 including QTL and SNP performs better prediction than Panel1 and Panel3 in QTL100, QTL250 and QTL500 scenarios and the correlation from Panel3 including only SNP, which is more realistic, are similar to or higher than those from Panel1.
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Lawler, A. "Expert Panel Faults Expert Panels." Science 316, no. 5825 (2007): 675b. http://dx.doi.org/10.1126/science.316.5825.675b.

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Pablo Jimenez, Juan. "Panal reports: IPA overview panel." International Journal of Psychoanalysis 82, no. 2 (2001): 385–88. http://dx.doi.org/10.1516/48nd-521a-1h39-fdl1.

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Mendoza, Zaira Morais dos Santos Hurtado de de, Pedro Hurtado de Mendoza Borges, Emanuella Araújo dos Santos, José Eduardo Penna, Maísa Pavani dos Santos Elias, and Pedro Hurtado de Mendoza Morais. "ESTUDO COMPARATIVO DAS PROPRIEDADES FÍSICAS E MECÂNICAS DE PAINÉIS COMPENSADOS E LAMINATED VENEER LUMBER (LVL)." Nativa 5 (January 23, 2018): 588–93. http://dx.doi.org/10.31413/nativa.v5i7.5044.

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Este trabalho objetivou realizar um estudo comparativo das propriedades físicas e mecânicas de painéis compensados e laminated veneer lumber (LVL), produzidos com lâminas da madeira de Amescla (Trattinnickia burserifolia). A metodologia adotada na confecção dos painéis foi de acordo com a linha de produção empresarial. Os dois tipos de painéis foram montados com sete lâminas e a colagem foi feita com resina à base de fenol formaldeído. Os ensaios foram realizados conforme as normas da ABNT. Para as propriedades físicas somente a massa específica e o inchamento em espessura apresentaram diferença estatística, sendo que o painel LVL apresentou a menor massa específica e o maior inchamento em espessura. Para as propriedades mecânicas, verificadas no ensaio de flexão estática, houve diferença entre os dois tipos de painéis, sendo que o maior módulo de ruptura (MOR) e o maior módulo de elasticidade (MOE) foram para o painel LVL. Para a avaliação da qualidade de colagem, houve diferença entre os dois tipos de painéis nos ensaios de cisalhamento, sendo que o LVL foi o painel que apresentou maior resistência na linha de cola. O painel LVL mostrou-se, na maioria dos ensaios executados, superior ao painel compensado.Palavras-chave: compósitos de madeira; caracterização tecnológica; Trattinnickia burserifolia. COMPARATIVE STUDY OF THE PHYSICAL AND MECHANICAL PROPERTIES OF PANEL PLYWOOD AND LAMINATED VENEER LUMBER (LVL) ABSTRACT:The objective of the research was to make a comparative study of the physical and mechanical properties of panels plywood and LVL (laminated veneer lumber), produced with Trattinnickia burserifolia The methodology adopted in the preparation of the panels was carried out according to the business production line. The two types of panels were assembled with seven blades and the bonding was done with resin based on phenol formaldehyde. The specimens were tested according to ABNT standards. For the physical properties, only the specific mass and the swelling in thickness presented statistical difference, being that the LVL panel presented the lowest specific mass and the largest swelling in thickness. For the mechanical properties, verified in the static flexion test, there was difference between the two types of panels, with the largest modulus of rupture (MOR) and the largest modulus of elasticity (MOE) were for the LVL panel. For the evaluation of the bonding quality, there was a difference between the two types of panels in the shear tests, and the LVL was the panel that presented greater resistance in the glue line. The LVL panel has proven to be superior to the compensated panel in most tests.Keywords: wood composites, technological characterization, Trattinnickia burserifolia. DOI: http://dx.doi.org/10.5935/2318-7670.v05nespa19
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Słabisz, Sławomir. "Diagnostyka sydromiczna w wybranych zakażeniach układowych." Forum Zakażeń 13, no. 5 (2022): 173–80. http://dx.doi.org/10.15374/fz2022025.

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Zakażenia układu pokarmowego, oddechowego oraz centralnego układu nerwowego charakteryzują się odmienną specyfiką patogenów wywołujących te infekcje. Duża różnorodność prawdopodobnych drobnoustrojów stwarza wyzwanie dla procesu diagnostycznego, który powinien być możliwie jak najszybszy i najdokładniejszy. Kluczową rolę w podjęciu optymalnych decyzji terapeutycznych odgrywa czas uzyskania wyniku badania mikrobiologicznego. Zbyt długi czas uzyskania wyniku bądź błędna diagnoza może przekładać się bezpośrednio na zwiększenie śmiertelności i wydłużenie rekonwalescencji pacjenta, wynikających z niewłaściwego bądź opóźnionego wdrożenia leczenia przeciwdrobnoustrojowego. Pomimo iż w rutynowej diagnostyce mikrobiologicznej konwencjonalna hodowla pozostaje dalej złotym standardem, coraz większe znaczenie mają nowoczesne systemy paneli syndromicznych, tzw. „Syndromic Testing”, bazujące na różnych technikach genetycznych (np. PCR, multiplex PCR, LAMP). Panele te umożliwiają identyfikację szerokiego zakresu patogenów oraz pozwalają na wykrycie genów determinujących oporność na antybiotyki. W zależności od specyfiki infekcji specjaliści mają do dyspozycji różne panele diagnostyczne, jak: panel oddechowy, panel gastroenterologiczny oraz panel zakażenia centralnego układu nerwowego (CUN) i zakażenia mózgu. Materiałem do badania w diagnostyce tych zakażeń są najczęściej plwocina, popłuczyny pęcherzykowo-oskrzelowe, aspirat tchawiczy, próbki kału oraz płyn mózgowo-rdzeniowy. Dzięki zastosowaniu nowoczesnych metod biologii molekularnej czas uzyskania takiego wyniku wynosi od 45 min. do 2h. Testowanie syndromiczne skraca znacznie czas uzyskania wyniku czynnika etiologicznego infekcji, co pozwala na szybszą reakcję personelu medycznego, a tym samym szybszą eskalację lub deeskalację wdrożonej terapii empirycznej. W praktyce odpowiednio zastosowany i zinterpretowany wynik panelu syndromicznego pozwala uzyskać lepsze efekty kliniczne oraz ekonomiczne leczenia zakażeń.
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Prima Dewi, Riyani. "SISTEM PENDINGIN PANEL SURYA OTOMATIS UNTUK MENGKATKAN DAYA KELUARAN PANEL SURYA." Simetris: Jurnal Teknik Mesin, Elektro dan Ilmu Komputer 14, no. 1 (2023): 1–10. http://dx.doi.org/10.24176/simet.v14i1.8901.

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Solar panels are the main component of solar power plant. In the Solar panels, conversion of solar energy into electrical energy are done. The results of the electrical energy produced by solar panels depend on the amount of solar intensity received by the solar panels. In addition, the working temperature of solar panels is also crucial. The ideal solar panel temperature is 25 C, which means that the solar panel will work optimally at that condition. When the temperature rises, the solar cell performance will decrease. This study aims to design a solar panel cooling system with active and passive methods using a way of flowing water over the surface of the solar panel and adding wet coconut coir on the back of the solar panel. The purpose of providing this treatment is to keep the surface temperature of the solar panel from overheating. This study uses a 100 WP solar panel and the results obtained that the average power generated is 69 W with an average voltage value of 15.47 V and an average current of 4.5 A. The performance 100 WP solar panels increased 24% of the reference solar panels being compared
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Eka Saputra, Yuli Mafendro Dedet, Mochammad Tendi Noer Ramadhan, Azzahra Maulida, Budi Santoso, and Ismail Basri. "Design a Smart Solar Tracker to Increase Energy Output Power Generated in Solar Home System." MOTIVECTION : Journal of Mechanical, Electrical and Industrial Engineering 6, no. 1 (2024): 53–62. http://dx.doi.org/10.46574/motivection.v6i1.286.

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This research proposes the use of a smart solar tracker to enhance the power generated by solar panels. The smart solar tracker is designed by integrating IoT technology and applied to a Solar Home System. This device not only optimizes the tilt angle of solar panels automatically but also enables remote monitoring of solar panel performance through IoT. Parameters such as panel angle, voltage, and current are measured. Test results indicate that installing the smart solar tracker increases the power output of solar panels compared to panels without the smart solar tracker. For instance, at 11:00 AM, solar panels with the smart solar tracker generated 9.85W of power with a panel angle of 70 degrees, whereas solar panels without the smart solar tracker only produced 8.9W of power with a panel angle of 35 degrees. Penelitian ini mengusulkan penggunaan smart solar tracker untuk meningkatkan daya yang dihasilkan oleh panel surya. Smart solar tracker dirancang dengan mengintegrasikan teknologi IoT dan diterapkan pada Solar Home System. Alat ini tidak hanya mengoptimalkan sudut kemiringan panel surya secara otomatis, tetapi juga memungkinkan pemantauan jarak jauh terhadap kinerja panel surya melalui IoT. Pengukuran parameter seperti sudut panel, tegangan, dan arus dilakukan. Hasil pengujian menunjukkan bahwa pemasangan smart solar tracker meningkatkan daya output panel surya dibandingkan dengan panel surya tanpa smart solar tracker. Misalnya, pada pukul 11.00 WIB, panel surya dengan smart solar tracker menghasilkan daya sebesar 9.85W dengan sudut panel 70 derajat, sementara panel surya tanpa smart solar tracker hanya menghasilkan daya sebesar 8.9W dengan sudut panel 35 derajat.
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Taherbaneh, Mohsen, A. H. Rezaie, H. Ghafoorifard, K. Rahimi, and M. B. Menhaj. "Maximizing Output Power of a Solar Panel via Combination of Sun Tracking and Maximum Power Point Tracking by Fuzzy Controllers." International Journal of Photoenergy 2010 (2010): 1–13. http://dx.doi.org/10.1155/2010/312580.

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In applications with low-energy conversion efficiency, maximizing the output power improves the efficiency. The maximum output power of a solar panel depends on the environmental conditions and load profile. In this paper, a method based on simultaneous use of two fuzzy controllers is developed in order to maximize the generated output power of a solar panel in a photovoltaic system: fuzzy-based sun tracking and maximum power point tracking. The sun tracking is performed by changing the solar panel orientation in horizontal and vertical directions by two DC motors properly designed. A DC-DC converter is employed to track the solar panel maximum power point. In addition, the proposed system has the capability of the extraction of solar panelI-Vcurves. Experimental results present that the proposed fuzzy techniques result in increasing of power delivery from the solar panel, causing a reduction in size, weight, and cost of solar panels in photovoltaic systems.
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Stolicny, C. "Panel Summaries - ITC 2001 panels: part 2." IEEE Design & Test of Computers 19, no. 2 (2002): 74–76. http://dx.doi.org/10.1109/mdt.2002.990446.

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Stolicny, C. "ITC 2003 panels: Part 1 [Panel Summaries]." IEEE Design & Test of Computers 21, no. 2 (2004): 160–63. http://dx.doi.org/10.1109/mdt.2004.1277910.

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Dissertations / Theses on the topic "Panel"

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Nagler, S. M., J. A. Henry, and Marc A. Fagelson. "Panel Discussion." Digital Commons @ East Tennessee State University, 2013. https://dc.etsu.edu/etsu-works/1687.

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Váňová, Gabriela. "Panel art." Master's thesis, Vysoké učení technické v Brně. Fakulta výtvarných umění, 2014. http://www.nusl.cz/ntk/nusl-232434.

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The main theme of the thesis are surface mines in northern Bohemia, the Most. Grasping the subject is moving mainly in personal as well as social aspects. The basis for practical thesis served theoretical thesis. Exploring the phenomenon of a block of flats in theoretical thesis led to turn to the topic of the panel surface mines. At first glance unrelated topics, however, contains an important connection. The coal industry forms an essential part of the development of the current form of North Bohemia, a form of large prefabricated housing. Interest in the originality of the construction in the settlements led to this issue. The work consists of several authentic records and materials from surface mines in Bílina processed in painting and video.
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Jílek, Milan. "Provozní parametry FV panelů pracujících v hybridních energetických systémech – porovnání." Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2015. http://www.nusl.cz/ntk/nusl-221170.

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The master’s thesis deals with the principle of the photoelectric effect, the composition of the photovoltaic cell and different types of solar panels. Here is described the principle of converting wind energy into electricity. This master’s thesis describes reasons for using of the hybrid system. The next section describes the measurement system which is used to measure real operating statuses. The last section is an analysis of measured values and there are listed factors influencing the design of hybrid power system.
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Oliveira, Luciana Alves de. "Tecnologia de painéis pré-fabricados arquitetônicos de concreto para emprego em fachadas de edifícios." Universidade de São Paulo, 2002. http://www.teses.usp.br/teses/disponiveis/3/3146/tde-04062003-100758/.

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A utilização de tecnologias construtivas inovadoras, como os painéis pré-fabricados arquitetônicos de concreto (PPAC), tem-se configurado prática frequente do mercado brasileiro por, potencialmente, contribuir para incrementar os níveis de industrialização dos processos de produção, bem como a qualidade do produto final a custos reduzidos. No Brasil, entretanto, não existem ainda normas ou manuais técnicos que balizem a utilização dessa tecnologia construtiva. Por isso, este trabalho sistematiza o conhecimento sobre a tecnologia de PPAC para emprego em fachadas de edifícios de múltiplos pavimentos, por meio da apresentação dos principais fatores que devem ser considerados nas fases de elaboração dos projetos de empreendimentos que utilizem os PPAC em suas fachadas. Fatores esses, que condicionam o desempenho e a eficiência do processo de produção das fachadas. Após o acompanhamento do processo de produção de dois empreendimentos que utilizaram PPAC em suas fachadas, constituindo os estudos de caso, conclui-se que a tecnologia de PPAC apresenta grande potencial para incrementar os níveis de industrialização do processo de produção do edifício, se a elaboração dos seus projetos ocorrer nas fases preliminares da concepção do empreendimento, em que suas funções e interfaces sejam consideradas.<br>The arquitectural precast concrete panel technology has frequently been used because of its probability of increasing the industrialization levels of the building process and also improve the building product quality. On the other hand, mostly in Brasil, there are no rules ou manual books which guide the utilization of this technology. In addition, this works aims to raise the knowledge about the arquitectural precast concrete panel used as cladding (APCP-PPAC in Portuguese). Therefore, this works presents some factors that must be considered in designs of building facades, using this kind of technology. After the analysis of one study case using APCP, it was concluded that APCP technology has a great potential of increasing the industrialization levels of the building process, if its designs are done as soon as possible and if its performance and interfaces are considered.
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Hoang, Nam Trung. "Essays on panel unit roots and panel cointegration tests." Connect to online resource, 2007. http://gateway.proquest.com/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:3273710.

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Thomas, Dylan. "Numerical Prediction of Panel Dent Resistance Incorporating Panel Forming Strains." Thesis, University of Waterloo, 2001. http://hdl.handle.net/10012/801.

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This thesis presents a numerical method of predicting both static and dynamic denting phenomena in automotive body panels. The finite element method is used as a predictive tool to assess panel performance prior to production of tooling. A custom software package has been developed to transform existing finite element forming models into ready-to-run finite element denting models, minimising the effort required to perform dent simulations. Over 50 multi-step finite element models were performed. Each of these models simulated the forming, springback and subsequent denting of either 1. 05mm thick AA5754, or0. 81mm, 0. 93mm or 1. 00mm thick AA6111 aluminum sheet. Experimental validation of dent predictions using this method has shown that the trends in both static and dynamic dent resistance have been captured quite well. These validation studies demonstrated the sensitivity of the results to various parameters such as panel thickness, pre-strain, curvature and thickness, as well as numerical formulation parameters. It has been determined that it is particularly important to use forming data within the denting models for accurate results to be obtained.
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Larsson, Fredrik, and Edis Ljajic. "Fascia Panel Redesign." Thesis, Halmstad University, School of Business and Engineering (SET), 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-1624.

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<p>The purpose of this project has been to cut production costs for the fascia panels of</p><p>Getinge’s largest autoclaves. The cost for the stainless steel plates currently used is very</p><p>high. An alternative material solution could cut costs significantly.</p><p>In addition, improvements have been made to the instrument tower which is a central part</p><p>of the fascia panel. As a result of the new modular design in a new material the</p><p>instrument tower has been improved in several aspects.</p>
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Hall, Kathrine, Sandy Diffenderfer, Christine M. Mullins, Jo-Ann Marrs, and Jennifer Bruni. "Preceptorship Panel Discussion." Digital Commons @ East Tennessee State University, 2018. https://dc.etsu.edu/etsu-works/7130.

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Hall, Nicole. "The Brick Panel." Thesis, Virginia Tech, 2005. http://hdl.handle.net/10919/32432.

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A masonry wall or panel is made by the stacking of individual units; typically brick, stone, concrete block or glass block. These units are bound together by mortar to form continuous vertical surfaces. Traditionally, mortar is a paste made from a mixture of sand and cement. What other materials might serve as â mortarâ ? For this thesis project a panelized system for binding brick with metal has been developed. Each panel consists of a steel frame, within which the bricks are stacked and bound together. Metal rods hold the bricks in place horizontally, while metal spacers maintain the correct vertical positioning. The panels are hung onto a steel grid and bound together to form surfaces.<br>Master of Architecture
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Hauger, John. "Solar panel experiment." Click here to view, 2009. http://digitalcommons.calpoly.edu/eesp/13/.

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Thesis (B.S.)--California Polytechnic State University, 2009.<br>Project advisor: Ali Shaban. Title from PDF title page; viewed on Feb. 4, 2010. Includes bibliographical references. Also available on microfiche.
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Books on the topic "Panel"

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H, Baltagi Badi, ed. Nonstationary panels, panel cointegration, and dynamic panels. JAI, 2000.

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Hugh, Palmarola, and Architectural Association (Great Britain), eds. Panel. Architectural Association, 2014.

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Daniel, Kasprzyk, ed. Panel surveys. Wiley, 1989.

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June, Stevenson, and Independent Representation for Children in Need., eds. Panel publications. Irchin, 1994.

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H, Baltagi Badi, ed. Panel data. North-Holland, 1995.

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Sandham, Tommy. Panel craft. Willow Publishing (Magor), 1987.

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June, Stevenson, ed. Panel publications. Irchin, 1991.

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June, Stevenson, and Independent Representation for Children in Need., eds. Panel publications. Irchin, 1994.

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Turkey) Panel "Kıbrıs'ın Yarını" (2005 Ankara. Panel Kıbrıs'ın yarını: Panel, 08 Nisan 2005. Başkent Üniversitesi Stratejik Araştırmalar Merkezi, 2005.

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Edinburgh (Scotland). Resource Management and Audit Scrutiny Panel., ed. Guidelines for Scrutiny Panels & Scrutiny Panel work programme. [City of Edinburgh Council], 2000.

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Book chapters on the topic "Panel"

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de Sousa, Paulo. "Panel." In From QoS Provisioning to QoS Charging. Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/3-540-45859-x_15.

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Gotterbarn, Donald. "Panel." In Software Engineering Education. Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/3-540-55963-9_48.

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Wardle, Caroline E., and Doris K. Lidtke. "Panel." In Software Engineering Education. Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/3-540-55963-9_66.

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Hannah, W., M. Arai, M. Kühnert, et al. "Panel." In Problems of the Pelvic Passageway. Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-642-72952-2_17.

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Beuschel, Werner, Peter van den Besselaar, Lars Krogh, and Rosalie Gowlland. "Panel." In Information Technology and Changes in Organizational Work. Springer US, 1996. http://dx.doi.org/10.1007/978-0-387-34872-8_24.

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Fuller, Steve, Amir Hartman, and Sujatha Raman. "Panel." In Information Technology and Changes in Organizational Work. Springer US, 1996. http://dx.doi.org/10.1007/978-0-387-34872-8_3.

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Baskerville, Richard, Brian Fitzgerald, Guy Fitzgerald, and Nancy Russo. "Panel." In Information Technology and Changes in Organizational Work. Springer US, 1996. http://dx.doi.org/10.1007/978-0-387-34872-8_14.

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Weik, Martin H. "panel." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_13540.

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Lima da Rocha Barros, Elizabeth. "Panel." In Clinical Research in Psychoanalysis. Routledge, 2021. http://dx.doi.org/10.4324/9781003182870-20.

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Mori, Yasuhiko H., and Kouhei Ohnishi. "Panel Discussion." In Energy and Environment. Springer Japan, 2001. http://dx.doi.org/10.1007/978-4-431-68325-4_15.

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Conference papers on the topic "Panel"

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"Panels [6 panel sessions]." In 2021 IEEE International Symposium on Smart Electronic Systems (iSES). IEEE, 2021. http://dx.doi.org/10.1109/ises52644.2021.00012.

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"Panels [three panel session abstracts]." In 2011 IEEE Virtual Reality (VR). IEEE, 2011. http://dx.doi.org/10.1109/vr.2011.5759504.

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"Emerging Tech Panels+ [3 panel abstracts]." In 2014 5th International Conference on Computing for Geospatial Research and Application (COM.Geo 2014). IEEE, 2014. http://dx.doi.org/10.1109/com.geo.2014.42.

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Piątek, Bartosz, Maciej Kulpa, and Tomasz Siwowski. "The smart FRP panel for bridge redecking – development and experimental validation of "panel – panel" and "panel – girder" connections." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1087.

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&lt;p&gt;The paper presents the smart FRP deck system, called Optideck, which was developed as a sandwich panel in which the core is ribbed by a vertical laminates forming a honeycomb structure. The panel is equipped with distributed fibre optic sensors for structural health monitoring. The sensors are built into the panel during the infusion process and fully integrated with the structure. Taking into account the design and transport constraints, the final parts of the deck slab have to be connected longitudinally or transversely on site, which is quite a challenge due to the irregular form of the ribbed core. The panel has to be also efficiently attached to the main girders of the bridge. The paper presents the stages of creating the concept of panel-panel and panel-concrete and steel girder connections, their design, production of prototypes and finally their static and fatigue tests in the laboratory. The conclusions drawn from the individual stages led to the selection of the best solution and its use in the future in the final deck panels.&lt;/p&gt;
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Edmondson, Bryce J., Robert J. Lang, Spencer P. Magleby, and Larry L. Howell. "An Offset Panel Technique for Thick Rigidily Foldable Origami." In ASME 2014 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/detc2014-35606.

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A technique for thickness accommodation in origami-inspired mechanism design is introduced. Mathematically, origami panels are generally assumed to be planar with zero thickness. Origami models can be viewed as kinematic mechanisms where folds are revolute joints and panels are links. An origami-inspired mechanism can achieve the same kinematic motion as the paper origami source model if all joints lie along the folds in the zero-thickness plane. The panels are stacked in sequence in the closed (stowed) position. A joint plane is chosen and each panel is given extensions connecting each panel to the chosen plane. The extensions from the stacked panels allow each panel to be rigidly connected to its revolute joint in the chosen plane with all other joints. The accommodation technique utilizes origami models that are rigidly foldable. The height of the extensions are determined by the sum of the thicknesses of all panels between its stowed panel and the chosen joint plane. Any panel thickness can be accommodated, including multiple panel thicknesses within the same mechanism. Process steps for offset panel design of origami-inspired mechanisms are presented.
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Zand, Manzour, Paul Bassett, and Rubén Prieto-Díaz. "Closing panel (panel session)." In the 2001 symposium. ACM Press, 2001. http://dx.doi.org/10.1145/375212.375289.

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Schweitzer, Jim, Don Holden, Paul Comba, George Hertzberg, and Bill Miller. "Panel discussion (panel session)." In the Northeast ACM symposium, edited by Stan Kurzban. ACM Press, 1986. http://dx.doi.org/10.1145/318772.318783.

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Nydick, Ira, Peretz Friedmann, and Xaolin Zhong. "Hypersonic panel flutter studies on curved panels." In 36th Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1485.

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"Panels - HOTI 2012 [two panel session listings]." In 2012 IEEE 20th Annual Symposium on High-Performance Interconnects (HOTI). IEEE, 2012. http://dx.doi.org/10.1109/hoti.2012.24.

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Jayapalan, Gopalakrishnan. "Digitalized Well Head Control Panel Maintenance." In ADIPEC. SPE, 2022. http://dx.doi.org/10.2118/211037-ms.

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Abstract Wellhead control panel ensures safe operation of Oil /Gas well operations. Digitalization of wellhead control panels helps in reducing the downtime. Distributed Control System ( DCS) can be used for collecting the wellhead control panel data and to perform panel health assessment. It triggers maintenance request / short messaging service ( SMS) once it identifies fault / trip. This paper analyses on how digitalized well head control panel maintenance can be carried out and how it reduces well down time considerably.
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Reports on the topic "Panel"

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Barker, Amanda, Thomas Douglas, Erik Alberts, et al. Influence of chemical coatings on solar panel performance and snow accumulation. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48059.

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Solar panel performance can be impacted when panel surfaces are coated with substances like dust, dirt, snow, or ice that scatter and/or absorb light and may reduce efficiency. As a consequence, time and resources are required to clean solar panels during and after extreme weather events or whenever surface coating occurs. Treating solar panels with chemical coatings that shed materials may decrease the operating costs associated with solar panel maintenance and cleaning. This study investigates three commercial coatings for use as self-cleaning glass technologies. Optical and thermal properties (reflectivity, absorption, and transmission) are investigated for each coating as well as their surface wettability and particle size. Incoming solar radiation was continuously monitored and snow events were logged to estimate power production capabilities and surface accumulation for each panel. In terms of power output, the commercial coatings made little impact on overall power production compared to the control (uncoated) panels. This was attributable to the overall high transmission, low absorption, and low reflection of each of the commercial coatings, making their presence on the surface of solar panels have minimal impact besides to potentially shed snow While the coatings made no observable difference to increase power production compared to the control panels, the shedding results from video monitoring suggest both the hydrophilic or hydrophobic test coatings decreased snow accumulation to a greater extent than the control panels (uncoated). Controlling the wettability properties of the solar panel surfaces has the potential to limit snow accumulation when compared to uncoated panel surfaces.
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Cheriton, David R., Dale B. Henderson, Duncan C. Miller, David L. Mills, and Stuart D. Cheshire. Scaleability Panel Review. Defense Technical Information Center, 1993. http://dx.doi.org/10.21236/ada285508.

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Herring, Angela. LSSw Panel Introduction. Office of Scientific and Technical Information (OSTI), 2022. http://dx.doi.org/10.2172/1864970.

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Dadfarnia, Mehdi. Panel Summary Report:. National Institute of Standards and Technology, 2022. http://dx.doi.org/10.6028/nist.ir.8445.

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Doyle, Jesse D., Nolan R. Hoffman, and M. Kelvin Taylor. Aircraft Arrestor System Panel Joint Improvement. U.S. Army Engineer Research and Development Center, 2021. http://dx.doi.org/10.21079/11681/41342.

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Aircraft Arresting Systems (AAS) for military applications utilize sacrificial panels made of Ultra-High Molecular Weight polyethylene (UHMWPE) that are embedded into the pavement beneath the AAS cable to protect the pavement from cable damage. Problems have been observed with the materials and practices used to seal the UHMWPE panel joints from water and debris. Data obtained from laboratory and field studies were used make improvements to current practice for sealing UHMWPE panel joints. The study evaluated four joint-sealant materials, eight alternative surface treatment and preparation techniques to promote adhesion to UHMWPE, and seven joint-edge geometries. Bond-strength testing of joint-sealant specimens was conducted in the laboratory, followed by field evaluation of construction techniques. Field performance of the joint systems was monitored for 24 months after installation. Additionally, a thermal response model was developed to refine the joint design dimensions. Results confirmed that the best material to use was self-leveling silicone joint sealant. It was recommended that a dovetail groove be cut into the edge of UHMW panels to provide positive mechanical interlock and to reduce adhesive failures of the sealant. It was also recommended that the panel-to-panel joint-sealant reservoir be widened to prevent sealant compression damage.
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Bell, Anthony E. Field Emitter Panel Results. Defense Technical Information Center, 1995. http://dx.doi.org/10.21236/ada327511.

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Krishna, Kala, and Marie Thursby. Whither Flat Panel Displays? National Bureau of Economic Research, 1996. http://dx.doi.org/10.3386/w5415.

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Davito, A., C. J. Baker, C. J. King, et al. POPOVER Review Panel report. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/245604.

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Nakasone, Robert T. IDB Panel on Immigration. Inter-American Development Bank, 2005. http://dx.doi.org/10.18235/0006561.

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Gabor, Andrew. Improving solar panel durability through novel panel designs and advanced manufacturing equipment. Office of Scientific and Technical Information (OSTI), 2021. http://dx.doi.org/10.2172/1821171.

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