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  • About
  • 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.
1

Vibrational power transmission in curved and stiffened structures

Walsh, Stephen James January 1996 (has links)
No description available.
2

Transient Dynamics of Curved Beams under Thermal Loading

Unamboowe, Heshan Bandara 30 July 2018 (has links)
No description available.
3

Modelagem e estabilidade uniforme de vigas curvas termoelásticas / Modeling and uniform stability of thermoelastic curved beams

Garbugio, Gilmar 19 December 2014 (has links)
Submitted by Maria Cristina (library@lncc.br) on 2015-04-06T17:02:05Z No. of bitstreams: 1 Tese-Gilmar Garbugio.pdf: 673919 bytes, checksum: a4c6ba4e7e0a9da9bbd2bc2e537fdf37 (MD5) / Approved for entry into archive by Maria Cristina (library@lncc.br) on 2015-04-06T17:02:27Z (GMT) No. of bitstreams: 1 Tese-Gilmar Garbugio.pdf: 673919 bytes, checksum: a4c6ba4e7e0a9da9bbd2bc2e537fdf37 (MD5) / Made available in DSpace on 2015-04-06T17:02:41Z (GMT). No. of bitstreams: 1 Tese-Gilmar Garbugio.pdf: 673919 bytes, checksum: a4c6ba4e7e0a9da9bbd2bc2e537fdf37 (MD5) Previous issue date: 2014-12-19 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (Capes) / In this work we study the use the Fourier law for the heat equation, which produces an evolution equation of parabolic type, which in turn produces the so-called paradox of infinite propagation velocity. This thesis proposes alternative models to avoid this problem. To achieve this, developing physical criteria about modeling of elastic systems is necessary, so that the paradox of infinite propagation velocity does not occur. We discussed various theories of heat propagation, such as the Maxwell-Cattaneo law. The thermodynamic theory, called thermoelasticity III, was adapted for modeling curved beams. Once the usage of the studied thermoelastic models is justified, the method used to validate such models is the semigroup theory. We will study the qualitative properties of the corresponding thermoelastic models, in particular the uniform stability of the solution. Finally, we prove results for exponential and polynomial stability of solutions for the Bresse beam models. / Neste trabalho estudamos a equação do calor com a lei de Fourier, resultando em uma equação de evolução do tipo parabólica, e isso nos leva ao chamado paradoxo da velocidade de propagação infinita. A tese propõe modelos alternativos para evitar este problema. Para isto é necessário desenvolver critérios físicos, sobre a modelagem de sistemas elásticos, de tal forma que o paradoxo da velocidade infinita de propagação não aconteça. Discutimos diversas teorias da propagação do calor, como a lei de Maxwell-Cattaneo. A teoria termodinâmica, denominada termoelasticidade III, foi adaptada para a modelagem de vigas curvas. Uma vez justificados os modelos termoelásticos estudados, o método usado para validar tais modelos é a teoria de semigrupos. Estudaremos as propriedades qualitativas dos correspondentes modelos termoelásticos, como a estabilidade uniforme das soluções. Finalmente, provamos resultados de estabilidade exponencial e polinomial de soluções para os modelos de viga de Bresse.
4

Development of a Design Framework for Compliant Mechanisms using Pseudo-Rigid-Body Models

Kalpathy Venkiteswaran, Venkatasubramanian 23 May 2017 (has links)
No description available.
5

Lávka pro pěší přes řeku Dyji / The footbridge for pedestrians over the Dyje river

Jaroš, Jakub January 2018 (has links)
The theme of this thesis is structural design of the load bearing structure of a footbridge over the river Dyje Znojmo. Span of the footbridge is 30 meters and width is 3.8 meters.
6

Lávka pro pěší / The Footbridge

Volejník, Petr January 2016 (has links)
The theme of this thesis is the design and assessment of the supporting structure of a footbridge over the river Svratka in Brno. Span bridge is 40 meters and width of 4.2 meters. The bridge is located in the administrative area Brno - Bystrc.
7

Dřevěná nosná konstrukce víceúčelové haly / Multipurpose load-bearing timber hall structure

Matuška, Martin January 2013 (has links)
This Master’s thesis is focused on the design and structural analysis of load-bearing structure of a multipurpose hall that is strained by the permanent load, working load and climatic load. The hall has the shape of an elliptical dome. Maximum margin of the structure is 60,0m and maximum height is 18,0m. Main carrier elements of the structure are radially arranged curved beams made of glued laminated timber, class SA(GL24).

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