Extranet | Actualités | Support | Contactez-nous | Avis juridique
Deutsch | English | Français | Español | Português | Italiano | Česky | Polski | Русский  

Thèses de fin d'étude

…notre logiciel - parfait pour la recherche et l'éducation 

1. Mémoire de fin d'étude Timm Kruse

Sujet Bell tower of the Protestant church in Flintbek, Germany
- structural and dynamic analysis -
Auteur Timm Kruse
Institut Fachhochschule Lübeck
Fachbereich Bauwesen
Responsable Prof. Dr.-Ing. M. Logemann
Prof. Dr.-Ing. H.-J. Uth
Date 20.12.2010
Programmes et modules utilisés RFEM, Dynamik ...
Nombre de pages 94
Sommaire
> Télécharger
Description ... In the present thesis, the loading due to the oscillating bells of the peal of bells is determined for the bell tower of the Protestant church in Flintbek, Germany. The peal of bells and the bell tower construction are analyzed with regard to structural and dynamic aspects by means of the current engineering standards. This includes the determination and evaluation of the tower's lowest eigenfrequency as well as a rough calculation of the design ratio for the construction of the bell tower ...

2. Mémoire de fin d'étude Markus Spitzer

Sujet Analysis of the soil-structure interaction in the impost joint of an arched bridge and its effects on the system analysis of the structure
Auteur Markus Spitzer
Adresse Schlebener Weg 12
A9241 Wernberg
Institut Fachhochschule Kärnten
Responsable Dipl.-Ing Christian Stadler
FH-Prof. Dipl.-Ing. Dr. Norbert Randl
Date 25.09.2010
Programmes et modules utilisés RFEM, Zusatzmodule
Nombre de pages 194
Sommaire
> Télécharger
Description ... The surface transferring the forces has been simulated by four models and compared with the measurements. The individual values of the load cells could not be reproduced, thus a restriction to the mean stress was required. For the calculation with the Dlubal program RFEM, temperature, shrinkage and creep were taken into account. To determine the stresses on the contact surface of the impost, the bedding module method was applied...
Autres ... Thank you for the time-limited student license. The software was a great help for me when I wrote my thesis...

3. Mémoire de fin d'étude Philipp Hager

Sujet Design and structural analysis of an event stage
Auteur Philipp Hager
Adresse Osterfeldstraße 6
83075 Bad Feilnbach
Institut HS Regensburg
Responsable Prof. Dr.-Ing. Othmar Springer
Date 27.09.2010
Programmes et modules utilisés RSTAB, Zusatzmodule, RX-HOLZ
Nombre de pages 111
Sommaire
> Télécharger
Description ... The following thesis represents a structural analysis of an event stage. I have checked various layouts. One of the most important points for planning was the challenge to design a structure that was not too difficult or complex. It was required that the stage can be built, as far as possible, by volunteers of the community and workers from the building yard under supervision of a local timber construction company...

... The thesis' problem definition is restricted to the layout of the geometry and the structural design of the construction...

4. Bachelor thesis Susanne Schreiber

Sujet Stability analysis of a framework shell stressed by imperfections
Auteur Susanne Schreiber
Adresse Georg-Friedrich-Straße 28
76131 Karlsruhe
Institut Hochschule Karlsruhe
Technik und Wirtschaft
Responsable Prof. Dr. Eur.-Ing. Marcus Aberle
Date 25.01.2010
Programmes et modules utilisés RSTAB, Zusatzmodule
Nombre de pages 80
Sommaire
> Télécharger
Description ...The Bachelor thesis provides a stability analysis for a framework shell stressed by imperfections.
Object of the analysis is the roof of the so-called "Schlüterhof" in the armory in Berlin where the exhibition of the "German Historical Museum" can currently be visited. The framework roofing the inner courtyard is a flat, glazed dome spanned by a plane and uniform steel mesh consisting of steel cross-sections...
... The steel mesh dome is imported into a framework program for calculation. Then an interpretation of the results from the stability analysis follows. 

5. Mémoire de fin d'étude Wladislaw Weis

Sujet Structural analysis of a 5-story office and residential building
Auteur Wladislaw Weis
Adresse Coseler Twiete 1
22045 Hamburg
Institut HafenCity Universität Hamburg
Responsable Prof. Dr.-Ing. Liebrecht
Prof. Dr.-Ing. Sass
Date 25.02.2010
Programmes et modules utilisés RFEM, Zusatzmodule
Nombre de pages 277
Sommaire
> Télécharger
Description ... The architectural design of a 5-story office and residential building is already available. The building is a framed structure consisting of reinforced concrete with stiffening shear walls. The first 4 floors are used as office space. The 5th floor is used as living area. It is reduced by 5.125 m at the front end of the building (roof garden area), above the storage and the storage office. The building is found on plane ground. The allowed soil contact pressure is 250 kN/m² according to the soil expertise. The frontage is carried out as glass façade. Balconies are arranged in front of the frontage. The walls of the individual offices/living space are designed to be lightweight walls that can be shifted in various ways. The height between the floors is 4.50 m in the first floor and 3.50 m in the remaining stories ...
Autres ... I thank you for having the possibility to use Dlubal software. It was very interesting and I had also a lot of fun working with the programs. The software is really user-friendly. The available training videos also helped me a lot. Finally, I must say I appreciate Dlubal programs very much.

6. Thèse de maîtrise Stefan Leuckefeld

Sujet Methods for calculation and design of rolled girders in concrete
Auteur Stefan Leuckefeld
Adresse St. Petersburger Straße 26/0902
01069 Dresden
Institut Hochschule für Technik und Wirtschaft Dresden (FH)
Responsable Prof. Dr.-Ing. habil. Jürgen Fischer
Date 15.05.2009
Programmes et modules utilisés RSTAB, RFEM, Zusatzmodule
Nombre de pages 170
Sommaire
> Télécharger
Description ... Regarding the large number of railway bridges in the rail network of the German DB company, a large part is supported on columns of less than 30 m. Thus, those small bridge constructions form the basis of the civil engineering works that can be found in the German railway system. Today, the WiB construction method (WiB means Walzträger in Beton in German, rolled girders in concrete in English) is mainly applied in special cases of railway bridge construction, for example in inner-city areas. Due to its type of construction, the method is well suited for bridges with restricted or very small building height, but also for construction projects concerning highly frequented traffic facilities...
Autres ...I would like thank you for making available the software package RSTAB 6 / RFEM 3 so quickly and for free. Thus, it was possible for me to finish my Master thesis concerning the "Calculation and Design Method for Rolled Girders in Concrete (WiB)" successfully and in due time at the University of Applied Sciences (HTW) Dresden...

7. Mémoire de fin d'étude Andreas Knappheide

Sujet Structural planning for a hall for conservation
Auteur Andreas Knappheide
Adresse Hinterberg 35
26169 Gehlenberg
Institut Fachhochschule Oldenburg Ostfriesland Wilhelmshaven
Responsable Prof. Dr.-Ing. Günther Bahr
Prof. Dr.-Ing. Mohammad-Reza Tawakoli
Date 12.12.2008
Programmes et modules utilisés RSTAB, Zusatzmodule
Nombre de pages 199
Sommaire
> Télécharger
Description This Bachelor thesis describes the structural planning for a conservation hall for the shipyard on the river Peene in Germany.

For the conservation of ship sections a hall had to be designed. The ship sections are carried into and out of the hall by a rail-bound transfer system...

... First, the Bachelor thesis presents the structural concepts that are generally possible, taking into account the given boundary conditions. At least three different structural systems must be created and roughly calculated and designed. The drafts must be represented in the floor plan, the sections and views...
Autres ... Closing my Bachelor thesis I want to thank you for the supply of the analysis programs RSTAB 6 and RFEM 3 ....

8. Mémoire de fin d'étude Christoph Villinger

Sujet Design of timber structures according to DIN 4149:2005
Auteur Christoph Villinger
Adresse Klemme 4
79837 Häusern
Institut Hochschule für Technik, Wirtschaft und Gestaltung Konstanz, Fakultät Bauingenieurwesen
Responsable Prof. Dr.-Ing. Wolfgang Francke
Date 04.08.2008
Programmes et modules utilisés RSTAB, DYNAM, Zusatzmodule
Nombre de pages 234
Sommaire
> Télécharger
Description The thesis gives you a short overview of earthquakes and their development. The object of the present thesis is to provide an insight into the design of timber constructions according to DIN 4149:2005-04. An example will show you a practical approach how to design structures with seismic load cases...
Autres ... I would like to thank you for using your software freely during my studies of civil engineering. The software has helped me a lot, especially for my final exams...

9. Mémoire de fin d'étude Julia Koska

Sujet Post-critical analysis on a dome segment
Auteur Julia Koska
Adresse Brunnenstraße 149
10115 Berlin
Institut Fachhochschule Potsdam
Fachbereich Bauingenieurwesen
Responsable Prof. Dipl.-Ing. W. Habermann
Date 14.01.2009
Programmes et modules utilisés RSTAB, Zusatzmodule
Nombre de pages 333
Sommaire
> Télécharger
Description ... During my research work, I encountered an uncommon case of failure that can occur for this type of dome construction: the postcritical failure. After detailed investigations I found out that the calculation method for such a failure case is based on the large deformation analysis. This means that you have to take into account, in contrast to the second-order analysis, relatively large deformations for the calculation until a new stable equilibrium is found iteratively on the deformed system...

... However, due to the dome's unique segment structure, an idea came into my mind to take away one of those segments in order to check it representatively for the entire dome. As this segment represents a spatial structure and a manual calculation might require an high effort concerning theoretical background and analysis time, it was necessary to use a framework program for preliminary investigations and the evaluation of tests. The new RSTAB version 6.03 from the Dlubal company is able to calculate great structural deformations according to the large deformation analysis. Because I could use the software freely, provided by the Dlubal company, it was possible to use it for my thesis...
Autres ... I really want to thank the Dlubal company for providing me with the RSTAB full version so that I could write my diploma thesis...

10. Mémoire de fin d'étude Florian Tabeling

Sujet Structural planning for a testing machine for cylinders
Auteur Florian Tabeling
Adresse Beverbrucher Straße 6
49681 Garrel
Institut Fachhochschule Mainz
Responsable Prof. Dr.-Ing. B. Naujoks
Prof. Dr.-Ing. G. Bahr
Date 27.04.2009
Programmes et modules utilisés RSTAB, Zusatzmodule
Nombre de pages 159
Sommaire
> Télécharger
Description The challenge of the present thesis was the development of a testing device fixing the restraint specimen between two quasi rigid plates. However, one of the plates must be spatially movable by hydraulic cylinders...
Autres ... I want to thank you for the free use of the engineering software RSTAB 6 and RFEM 3 for creating my thesis...

NOTE

De nombreuses universités et collèges dans le monde entier utilisent nos logiciels dans leurs cours d'ingénierie.

Les problèmes simples peuvent être résolus en utilisant uniquement les versions démo de RSTAB et RFEM. Ainsi, les étudiants peuvent obtenir rapidement une idée des déformations et de la distribution qualitative des forces internes déterminates.

Les étudiants ont également la possibilité d'utiliser tous nos programmes gratuitement. Si vous êtes impliqué dans l'enseignement supérieur, vous pouvez jeter un coup d'oeil à nos Conditions spéciales.

Ici vous trouverez des versions démo à télécharger.
Téléchargement
Ici vous pouvez commander des documents plus détaillés et des versions démo gratuites de RSTAB et RFEM.

RFEM - Galérie des structuresRSTAB - Galérie des structures
Suivez nous sur:   Facebook   Google+   YouTube   LinkedIn   Blog      E-mail
© 2012 Ing. Software Dlubal GmbH - Tous les droits reservés