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Relevant bibliographies by topics / Structure test

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Academic literature on the topic 'Structure test'

Author: Grafiati

Published: 4 June 2021

Last updated: 3 February 2022

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Journal articles on the topic "Structure test"

1

S. Ali Ahmed, S. Ali Ahmed, Syed Jahangir Badashah, and A. Farooq Hussain. "Logic Test of Single Cycle Access Structure." International Journal of Scientific Research 2, no. 11 (June 1, 2012): 203–5. http://dx.doi.org/10.15373/22778179/nov2013/65.

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Paraskeva, M., W. L. Knight, and D. F. Burrows. "New test structure for VLSI self-test: the structured test register (STR)." Electronics Letters 21, no. 19 (1985): 856. http://dx.doi.org/10.1049/el:19850604.

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Sirocco, F., and S. C. E. Tosatto. "TESE: generating specific protein structure test set ensembles." Bioinformatics 24, no. 22 (September 16, 2008): 2632–33. http://dx.doi.org/10.1093/bioinformatics/btn488.

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Urbansky, Norbert, Dietrich Burmeister, Christian Wenzel, and Konrad Melzer. "Copper metallized test structure." Microelectronic Engineering 33, no. 1-4 (January 1997): 157–63. http://dx.doi.org/10.1016/s0167-9317(96)00041-x.

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Ding, Chao, Li Wei Tang, and Shi Jie Deng. "A Structure of Cloud Test System for Signal Test." Key Engineering Materials 693 (May 2016): 1314–20. http://dx.doi.org/10.4028/www.scientific.net/kem.693.1314.

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The Automatic Test System (ATS) is being increasingly used in the business and professional test. However, there are some potential problems emerged in the application of the distributed test. So we intend to solve the problems by adopting the idea of the Cloud Computing to solve the two challenges: improve the efficient use of the limited and heterogeneous hardware test resources and shorten the test cycle which is defined as the whole time of the test. The paper proposes several structures of the Cloud Test System (CTS): the overall structure, the software and hardware architecture. Theoretically,the study overcomes the challenges of the existing test system, then the foundation of the further study is laid.

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Huffer, Fred W., and Cheolyong Park. "A test for multivariate structure." Journal of Applied Statistics 27, no. 5 (July 2000): 633–50. http://dx.doi.org/10.1080/02664760050076452.

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Picot, F., P. Coll, and D. Auvergne. "Test structure for crosstalk characterisation." Electronics Letters 38, no. 15 (2002): 774. http://dx.doi.org/10.1049/el:20020544.

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Keenan, W. A., W. H. Johnson, L. Mantalas, L. Nguyen, and L. A. Larson. "A micro-uniformity test structure." Nuclear Instruments and Methods in Physics Research Section B: Beam Interactions with Materials and Atoms 55, no. 1-4 (April 1991): 166–72. http://dx.doi.org/10.1016/0168-583x(91)96155-e.

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Ahn, Seongnoh, Gun Park, Hyungchul Yoon, Jae-Hyeok Han, and Jongwon Jung. "Evaluation of Soil–Structure Interaction in Structure Models via Shaking Table Test." Sustainability 13, no. 9 (April 29, 2021): 4995. http://dx.doi.org/10.3390/su13094995.

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Modeling the soil–structure interaction (SSI) in seismic design involves the use of soil response curves for single-degree-of-freedom (SDOF) structures; however, real structures have multiple degrees of freedom (MDOF). In this study, shaking-table-derived p-y curves for SDOF and MDOF superstructures were compared using numerical analysis. It was found that an MDOF structure experienced less displacement than an SDOF structure of the same weight, but the effect of increasing the DOF decreased at greater pile depths. Numerical analysis results estimated using the natural periods and mass participation rates of the structures were similar to those of shaking table tests. Abbreviations: finite element: FE; frequency response function: FRF; multiple degrees of freedom: MDOF; single degree of freedom: SDOF; soil–structure interaction: SSI.

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Ishikawa, Hironori, and Hiroshi Furuya. "Structure Design of Deployable Space Structures Considering Ground Test Evaluation." JOURNAL OF THE JAPAN SOCIETY FOR AERONAUTICAL AND SPACE SCIENCES 54, no. 633 (2006): 448–54. http://dx.doi.org/10.2322/jjsass.54.448.

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Dissertations / Theses on the topic "Structure test"

1

Bane, Danielle Nichole. "A Resonant Capacitive Test Structure for Biomolecule Sensing." University of Dayton / OhioLINK, 2015. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1437658452.

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Blinn, Bart A. "Flexlab a flexible structure controls test platform." Ohio : Ohio University, 1997. http://www.ohiolink.edu/etd/view.cgi?ohiou1177609627.

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Ravindra, M. "A novel test structure to monitor electromigration." Thesis, University of Edinburgh, 1992. http://hdl.handle.net/1842/14260.

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Electromigration continues to be one of the important failure mechanisms limiting the attainment of higher levels of reliability in sub-micron geometry VLSI circuits. Successful management of electromigration in future requires adoption of effective statistical process control techniques, in addition to the traditional quality control tests and inspections. The aim of this project was to develop a test structure and test methodology to monitor electromigration for metallisation process control. Based on analysis and some preliminary measurements on chequerboards, a new test structure and methodology was proposed to monitor electromigration. 'Chequerboards' are dense patterns of clear and opaque squares of metal film over silicon. As part of this study, an electromigration test chip was designed. It consists of two designs: The design EU9101 mainly contains chequerboards while EU9102 contains conventional and other electromigration test structures for comparative assessment. The chip design, fabrication and measurement details including the instrumentation aspects are also given in the thesis. One of the key process parameters, namely, linewidth is chosen to demonstrate the sensitivity of the proposed methodology to monitor electromigration. Possible applications of the new structure in electromigration measurements, other than process monitoring are also discussed. The thesis also contains a review of the electromigration measurement techniques, some measurements using the conventional test structure and a detailed discussion on the limits of conventional tests.

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Brasel, Michael D. (Michael David). "The Effectiveness of a Mediating Structure for Writing Analysis Level Test Items From Text Based Instruction." Thesis, University of North Texas, 1989. https://digital.library.unt.edu/ark:/67531/metadc332268/.

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This study is concerned with the effect of placing text into a mediated structure form upon the generation of test items for analysis level domain referenced test construction. The item writing methodology used is the linguistic (operationally defined) item writing technology developed by Bormuth, Finn, Roid, Haladyna and others. This item writing methodology is compared to 1) the intuitive method based on Bloom's definition of analysis level test questions and 2) the intuitive with keywords identified method of item writing. A mediated structure was developed by coordinating or subordinating sentences in an essay by following five simple grammatical rules. Three test writers each composed a ten-item test using each of the three methodologies based on a common essay. Tests were administered to 102 Composition 1 community college students. Students were asked to read the essay and complete one test form. Test forms by writer and method were randomly delivered. Analysis of variance showed no significant differences among either methods or writers. Item analysis showed no method of item writing resulting in items of consistent difficulty among test item writers. While the results of this study show no significant difference from the intuitive, traditional methods of item writing, analysis level test item generation using a mediating structure may yet prove useful to the classroom teacher with access to a computer. All three test writers agree that test items were easier to write using the generative rules and mediated structure. Also, some relief was felt by the writers in that the method theoretically assured that an analysis level item was written.

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Allen, Kathryn. "Composition and structure of foraminiferal agglutinated test walls." Thesis, University of Southampton, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.284673.

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Gordon, Michael J. 1974. "Rotation analysis of a microfabricated fatigue test structure." Thesis, Massachusetts Institute of Technology, 1999. http://hdl.handle.net/1721.1/80488.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Electrical Engineering and Computer Science, 1999.
Includes bibliographical references (leaves 43-44).
by Michael J. Gordon.
S.M.

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Todd, John Duncan. "Scanning tunnelling microscopy - imaging processes and the surface atomic structure of semiconductors." Thesis, University of Oxford, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276841.

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DeLoach, Charles Alan 1960. "Analysis of plasma etch defects utilizing a comb test structure." Thesis, The University of Arizona, 1992. http://hdl.handle.net/10150/278211.

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Three metal compositions are patterned via plasma etching into comb structures. The comb structures have pitches of 4 μm, 5 μm, 7 μm and 12 μm, with a line width of 2 μm, on a field oxide of 8,000 Angstroms thickness, using <111> p-type substrates. These comb test structures have been used to determine the number of bridges, and thus the yield, of the metal compositions: pure aluminum, silicon(2%)-aluminum, and copper(0.5%)-silicon(2%)-aluminum. Bridge failures are photographed and classified according to the source of the defect. The defects due to plasma particles are used to determine a yield model for this etch process. Through the use of yield model and test structure data the etch process is evaluated for the different metal systems. This allows a quantitative comparison of the systems in terms of defect clustering, defect density and defect size distribution, and hence projections for the best yielding process via the yield model.

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PENEDO, ERIC ARTHUR DE FREITAS. "INSTRUMENTED LOAD TEST CARRIED OUT IN A PILED QUAY STRUCTURE." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2012. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=34995@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO
COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
Esta dissertação apresenta os dados de um teste de carga instrumentado em um cais, enfatizando a importância da instrumentação de campo para melhor compreender o comportamento da estrutura durante o teste. Dentro desta abordagem, foi realizada uma revisão sobre o comportamento de grupo de estacas, direcionada à influência do espaçamento entre estacas na interação entre as mesmas, e da rigidez do bloco na distribuição de carga entre as estacas, no fator de segurança das mesmas e das distorções angulares do bloco. Em seguida, foram descritas as características geométricas e geotécnicas do cais testado, e foram apresentadas as características da instrumentação utilizada, composta por extensômetros elétricos, eletroníveis e nível topográfico, desde sua montagem e calibração, até a sua instalação em campo. Foi destacada a utilização dos eletroníveis, que apesar de pouco utilizados na prática da engenharia geotécnica, são instrumentos versáteis, precisos e podem ser reutilizados. O procedimento do teste de carga foi realizado de modo a simular a situação real da maneira mais próxima da realidade, onde foram monitoradas as deformações em quatro estacas, a rotação e o recalque da laje do cais. A estrutura apresentou bom desempenho durante o teste, com baixo nível de deformação nas estacas, distorção angular desprezível e baixos valores de recalque total e residual.
This dissertation presents the data of an instrumented load test in a wharf, emphasizing the importance of field instrumentation to analyze the behavior of the structure during the load test. First, a review was carried out on the behavior of pile groups, focusing on the influence of pile spacing in the interaction factors. It also considered the influence of the raft stiffness on the load distribution and factor of safety of the piles. The main characteristics of the wharf were presented, such as, geometry, dimensions, deformability and strength properties of the concrete. The geological and geotechnical subsoil profile have been presented, indicating a soft clay layer resting on a very compact residual soil. The particularities of the instrumentation used on the test, composed by strain gauges, electrolevels and a topographic level, were presented since the assembly and calibration, to the installation on field. Despite its underutilization in geotechnical engineering practice, the use of electrolevels was emphasized, due to its versatility, accuracy and the fact that they can be reutilized. The load test procedure was made to simulate the real situation as close as possible, where strain in four piles, rotation and settlement of the deck were monitored. The structure performanced well during the test, presenting low level of strain in piles, negligible angular distortion of the deck and low values of total and residual settlements.

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Verrill, Stephen W. "Social Structure and Social Learning in Delinquency: A Test of Akers’ Social Structure-Social Learning Model." [Tampa, Fla] : University of South Florida, 2005. http://purl.fcla.edu/usf/dc/et/SFE0001305.

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Books on the topic "Structure test"

1

Schuster, C. E. Test structure implementation document: DC parametric test structures and test methods for monolithic microwave integrated circuits (MMICs). Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1995.

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Schuster, C. E. Test structure implementation document: DC parametric test structures and test methods for monolithic microwave integrated circuits (MMICs). Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1995.

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Schuster, C. E. Test structure implementation document: DC parametric test structures and test methods for monolithic microwave integrated circuits (MMICs). Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 1995.

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Meeker, Mary Nacol. Structure of intellect learning abilities test (SOI-LA): Manual. Los Angeles, Calif. (12031 Wilshire Blvd., Los Angeles 90025): Western Psychological Services, 1985.

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Stricker, Lawrence J. Factor structure of the LanguEdge test across language groups. Princeton, N.J: Educational Testing Service, 2005.

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Saghadiev, Kenzheghali Ăben⁻uly. Sredniĭ klass - "test" na sovremennostʹ: Istorii︠a︡, teorii︠a︡, statistika. Almaty: Assot︠s︡iat︠s︡ii︠a︡ sot︠s︡iologov i politologov, 1998.

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Moses, Michael J. Structure of the Bane Dome, Giles County, Virginia: A gravity test. Charlottesville, Va: Commonwealth of Virginia, Dept. of Mines, Minerals, and Energy, Division of Mineral Resources, 1991.

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Alogoskoufis, George S. Pricing and product market structure in open economies: An empirical test. London: Centre for Economic Policy Research, 1990.

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Matraves, Catherine. Endogenous sunk costs, industry size and market structure: A four country test. Norwich: School of Economic and Social Studies, University of East Anglia, 1992.

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Davies, Phillip L. Structure and performance in government organisations: Public enterprises as a test case. Glasgow: Centre for the Study of Public Policy, University of Strathclyde, 1985.

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Book chapters on the topic "Structure test"

1

Bhushan, Manjul, and Mark B. Ketchen. "Test Structure Basics." In Microelectronic Test Structures for CMOS Technology, 11–65. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-9377-9_2.

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Skousen, Royal. "A Natural Test for Homogeneity." In Analogy and Structure, 246–65. Dordrecht: Springer Netherlands, 1992. http://dx.doi.org/10.1007/978-94-015-8098-4_12.

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Henderson, Phil. "Structure Classifications and Test Philosophy." In Testing Large Ultra-Lightweight Spacecraft, 13–38. Reston ,VA: American Institute of Aeronautics and Astronautics, Inc., 2017. http://dx.doi.org/10.2514/5.9781624104657.0013.0038.

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Reckase, Mark D. "Analyzing the Structure of Test Data." In Multidimensional Item Response Theory, 179–231. New York, NY: Springer New York, 2009. http://dx.doi.org/10.1007/978-0-387-89976-3_7.

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Ngo, Van-Linh, Rodney Ewusi-Wilson, and Emmanuel Ike. "Investigation of the Structure-Soil-Structure Interaction Between Two Structures in Centrifuge Test." In Lecture Notes in Civil Engineering, 1151–57. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2184-3_150.

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Gomes, J. Pereira, and H. Lienhart. "Experimental Benchmark: Self-Excited Fluid-Structure Interaction Test Cases." In Fluid Structure Interaction II, 383–411. Berlin, Heidelberg: Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-14206-2_14.

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Keenan, Edward L. "Morphology is Structure: A Malagasy Test Case." In Studies in Natural Language and Linguistic Theory, 27–47. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-017-1580-5_2.

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Zapfe, K. "The Filter Target Test Experiment." In Medium-Energy Antiprotons and the Quark—Gluon Structure of Hadrons, 209–17. Boston, MA: Springer US, 1991. http://dx.doi.org/10.1007/978-1-4615-9579-3_12.

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Touijrate, Soukaina, Khadija Baba, Mohamed Ahatri, and Lahcen Bahi. "The Liquefaction Potential of Sandy Silt Layers Using the Correlation Between Penetrometer Test and SPT Test." In Dynamic Soil-Structure Interaction for Sustainable Infrastructures, 8–26. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01920-4_2.

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Dulos, E., A. Hunding, J. Boissonade, and P. De Kepper. "Reaction-diffusion patterns: From observations in halogene chemistry to a test for implication in mitosis." In Transport and Structure, 367–98. Berlin, Heidelberg: Springer Berlin Heidelberg, 1999. http://dx.doi.org/10.1007/bfb0104236.

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Conference papers on the topic "Structure test"

1

Verderaime, V., and F. Harrington. "Static test induced loads verification beyond elastic limit." In 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1454.

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Noun, Ziad, Philippe Cauvet, Marie-Lise Flottes, David Andreu, and Serge Bernard. "Wireless Test Structure for Integrated Systems." In 2008 IEEE International Test Conference. IEEE, 2008. http://dx.doi.org/10.1109/test.2008.4700704.

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Inaba, Satoru, Takuya Anabuki, Kazutaka Shirai, Shuichi Yabana, and Seiji Kitamura. "Shaking Table Tests With Large Test Specimens of Seismically Isolated FBR Plants: Part 2—Damage Test of Reinforced Concrete Wall Structure." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77603.

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This paper describes the dynamic damage test of a reinforced concrete (RC) wall structure with seismic isolation sysytem. It has been expected that seismically isolated structures are damaged in sudden when the accelerations of the structures exceed a certain level by hardening of the rubber bearings. However, the response behavior and the damage mode have not been observed by experimental test yet. So, shaking table tests were carried out at “E-Defense”, equipping the world’s largest shaking table, located at Miki City, Hyogo prefecture, Japan. The specimen was composed of an upper structure of 600 ton by weight and six lead-rubber bearings (LRBs) of 505 mm in diameter which provide both stiffness and hysteretic damping. The upper structure consisted of a RC mass and four RC walls with counter weight. The RC wall structure was designed so that the damage of the RC wall occurred between the shear force at the hardening of the rubber bearings and that at their breaking. The dimensions of the RC wall were 1600 × 800 × 100 mm (B × H × t). The reinforcement ratios were 2.46% in vertical by D13 (deformed reinforcing bar, 13 mm in diameter) and 1.0% in horizontal by D10. The shaking table test was conducted consecutively by increasing the levels up to 225% of tentative design earthquake motion. Consequently, because of the increase of the structural response by the hardening of the rubber bearings, the damage of the wall structure with seismic isolation system suddenly happened. In addition, the preliminary finite element analysis simulated the test results fairly well, which were the restoring force characteristics, the crack patterns of the RC wall structure and such.

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Gabrys, Ann, Wendy Greig, Andrew J. West, Philipp Lindorfer, and William French. "Highly automated test chip layout and test plan development for parametric electrical test." In 2008 IEEE International Conference on Microelectronic Test Structure (ICMTS). IEEE, 2008. http://dx.doi.org/10.1109/icmts.2008.4509321.

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Bhashyam, Srinivas, and Barry Davidson. "An evaluation of data reduction methods for the mixed mode bending test." In 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1419.

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Trodus, Alan. "Fatigue test of carbon composite laminates mechanically joined with titanium countersunk fasteners." In 37th Structure, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1996. http://dx.doi.org/10.2514/6.1996-1456.

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Touhami, Sara, Vinicius Alves Fernandes, and Fernando Lopez Caballero. "STRUCTURE-SOIL-STRUCTURE INTERACTION ANALYSIS OF NUPEC TEST CASES." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5574.18174.

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Zhukov, L. L., P. S. Sokolov, and V. A. Beloborodov. "Tribometer for vacuum friction test: Development and verification test." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON ADVANCED MATERIALS WITH HIERARCHICAL STRUCTURE FOR NEW TECHNOLOGIES AND RELIABLE STRUCTURES 2019. AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5132269.

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MATSUZAKI, YUJI, HIROSHI FURUYA, FUMIHIRO KUWAO, and KENICHI TAKAHARA. "Docking/separation test of two-dimensional truss structure with variable geometries." In 31st Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-945.

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Nishio, M., M. Yoshihara, A. Nakashima, and M. Sasaki. "Development of the COMETS structure (Communications and Broadcasting Engineering Test Satellite)." In 36th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1995. http://dx.doi.org/10.2514/6.1995-1511.

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Reports on the topic "Structure test"

1

Schuster, C. E. Test structure implementation document. Gaithersburg, MD: National Institute of Standards and Technology, 1995. http://dx.doi.org/10.6028/nist.sp.400-97.

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Adolphsen, Chris. An Asset Test of the CLIC Accelerating Structure. Office of Scientific and Technical Information (OSTI), July 2001. http://dx.doi.org/10.2172/787212.

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Benson, David A., Duane J. Bowman, and Robert T. Mitchell. Thermal Analysis of a SHIELD Electromigration Test Structure. Office of Scientific and Technical Information (OSTI), May 1999. http://dx.doi.org/10.2172/7021.

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Adolphsen, C. Normal-Conducting RF Structure Test Facilities and Results. Office of Scientific and Technical Information (OSTI), October 2003. http://dx.doi.org/10.2172/826512.

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Maranghides, Alexander, Shonali Nazare, Eric Link, Kuldeep Prasad, Matthew Hoehler, Matthew Bundy, Steven Hawks, et al. Structure Separation Experiments Phase 1 Preliminary Test Plan. National Institute of Standards and Technology, May 2021. http://dx.doi.org/10.6028/nist.tn.2161.

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Carretta, Thomas R., Malcolm James Ree, and Joseph D. Callister. Factor Structure of the CogScreen-Aeronautical Edition Test Battery. Fort Belvoir, VA: Defense Technical Information Center, May 1999. http://dx.doi.org/10.21236/ada367696.

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Theodore H. Asch, Brian D. Rodriguez, Jay A. Sampson, Erin L. Wallin, and and Jackie M. Williams. Deep Resistivity Structure of Yucca Flat, Nevada Test Site, Nevada. Office of Scientific and Technical Information (OSTI), September 2006. http://dx.doi.org/10.2172/894298.

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Beirsdorfer, P., J. Crespo R. Lopez-Urrutia, and S. B. Utter. Experimental test of nuclear magnetization distribution and nuclear structure models. Office of Scientific and Technical Information (OSTI), February 1999. http://dx.doi.org/10.2172/8055.

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McCoy, R. M. Load test of the 283W Clearwell Roof Deck and Support Structure. Office of Scientific and Technical Information (OSTI), September 1994. http://dx.doi.org/10.2172/10104065.

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McCoy, R. M. Load test of the 3790 Building Roof Deck and Support Structure. Office of Scientific and Technical Information (OSTI), September 1994. http://dx.doi.org/10.2172/10189818.

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