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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 41 to 50 of 4068 (0.096 seconds)Spelling suggestions: "subject:"crinite element method."" "subject:"cofinite element method.""
| 41 |
Evaluation of displacements and stresses in horizontally curved beams /Kim, Dongjoo, January 2005 (has links)
Thesis (Ph. D.)--Lehigh University, 2006. / Includes vita. Includes bibliographical references (leaves 327-334).
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| 42 |
Integration of hp-adaptivity with a two grid solver applications to electromagnetics /Pardo, David, Demkowicz, Leszek, January 2004 (has links) (PDF)
Thesis (Ph. D.)--University of Texas at Austin, 2004. / Supervisor: L.F. Demkowicz. Vita. Includes bibliographical references.
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| 43 |
Development of an integrated approach combining artificial neural network material based on modeling with finite element analysis of forming processesKessler, Brian Scott, January 2005 (has links)
Thesis (Ph. D.)--University of Missouri-Columbia, 2005. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (May 24, 2006) Vita. Includes bibliographical references.
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| 44 |
Finite element simulation of thick sheet thermoforming /Mercier, Daniel, January 2006 (has links)
Thesis (Ph. D.)--Lehigh University, 2006. / Includes vita. Includes bibliographical references (leaves 191-197).
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| 45 |
Elementos finitos simples de placaMATTAR NETO, MIGUEL 09 October 2014 (has links)
Made available in DSpace on 2014-10-09T12:36:47Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T13:57:33Z (GMT). No. of bitstreams: 1
04284.pdf: 1503589 bytes, checksum: 2edbafe6bd5d8ce87342f894ae47bd43 (MD5) / Tese (Doutoramento) / IPEN/T / Escola Politecnica, Universidade de Sao Paulo - POLI/USP
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| 46 |
Elementos finitos simples de placaMATTAR NETO, MIGUEL 09 October 2014 (has links)
Made available in DSpace on 2014-10-09T12:36:47Z (GMT). No. of bitstreams: 0 / Made available in DSpace on 2014-10-09T13:57:33Z (GMT). No. of bitstreams: 1
04284.pdf: 1503589 bytes, checksum: 2edbafe6bd5d8ce87342f894ae47bd43 (MD5) / Tese (Doutoramento) / IPEN/T / Escola Politecnica, Universidade de Sao Paulo - POLI/USP
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| 47 |
Some research on mixed finite element methodsCheng, Xiao Liang 01 January 1995 (has links)
No description available.
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| 48 |
Finite elements with relaxed continuity : an investigation of the variational basis and numerical performance /Salaam, Ussamah January 1974 (has links)
No description available.
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| 49 |
A reduced integration technique for improved accuracy of finite element approximations /Singh, Kamar Jit January 1977 (has links)
No description available.
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| 50 |
Fundamental Natural Frequency of Steel Joist Supported FloorsBeavers, Timothy Allan 20 February 1998 (has links)
Three aspects in determining the first natural frequency of steel joist supported floors were studied. The aspects are: 1) determining which finite element model best predict the behavior of joist-slab tee-beams, 2) investigating the ability of proposed equations to calculate the effective moment of inertia of joist-slab tee-beams, and 3) developing a finite element model to predict the first natural frequency of steel joist supported floors.
Several finite element models were tested to determine which one best predicted the experimental results of six joist-slab setups. The model which best predicted the experimental results was used.
Next, a study was done to determine the ability of a proposed equation to predict the effective moment of inertia of joist-slab tee-beams. The study modeled and analyzed 130 joist-slab configurations and compared the results to those calculated using the proposed equations.
Finally, a finite element modeling technique was developed to predict the first natural frequency of steel joist supported floors. Seven in-situ floors were experimentally tested, and those results were compared to the predicted values given by the models. / Master of Science
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