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Diplomové práce

... náš software jako nástroj výzkumu a výuky na vysokých školách 

1. Diplomová práce Oldřich Mudra

Téma Návrh a posouzení ocelového dostavby plaveckého areálu Šutka v Praze.
Autor Oldřich Mudra
Institut ČVUT v Praze, Fakulta Stavební, Thákurova 7, Praha
Vedoucí práce Ing. Martina Eliášová CSc.
Datum 15.01.2010
Použité programy a moduly RSTAB, STEEL
Popis
Student se zabýval návrhem a posouzením ocelové konstrukce dostavby plaveckého areálu Šutka v Praze. Projekt diplomové práce byl rozdělený na dvě části.  
První navrhovaná konstrukce slouží jako zastřešení prostoru aquaparku. Konstrukce tvoří samostatný stavební objekt, který je dilatačně připojen ke stávajícímu objektu plaveckého bazénu Šutka. Zároveň na halovou konstrukci aquaparku navazuje přístupová věž k nástupu do tobogánů. Půdorysně je konstrukce obdélníková s jedním skoseným rohem. Dále k hale náleží trojúhelníkový přístavek zázemí aquaparku. Rozměry konstrukce (včetně zázemí) jsou přibližně 48 x 53 m.
Druhou navrhovanou konstrukcí je přístupová věž k tobogánům, které jsou součástí aquaparku. Konstrukce je navržena jako samostatný stavební objekt, který je dilatačně spojen s vedlejší halou aquaparku. Prostorově tvoří věž osmiúhelníkový hranol, který je zastřešen jehlanovou střechou. Hrana osmiúhelníku je přibližně 4,4 m.  K samotné věži ještě náleží obdélníkové schodiště o rozměrech cca 3 x 7,5 m sloužící k samotnému přístupu na nástupní plošinu tobogánu. Výška věže je přibližně 15 m nad úrovní terénu.

2. Diplomová práce Timm Kruse

Téma Bell tower of the Protestant church in Flintbek, Germany
- structural and dynamic analysis -
Autor Timm Kruse
Institut Fachhochschule Lübeck
Fachbereich Bauwesen
Vedoucí práce Prof. Dr.-Ing. M. Logemann
Prof. Dr.-Ing. H.-J. Uth
Datum 20.12.2010
Použité programy a moduly RFEM, Dynamik ...
Počet stran 94
Obsah
> Stáhnout
Popis ... 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 ...

3. Diplomová práce Markus Spitzer

Téma Analysis of the soil-structure interaction in the impost joint of an arched bridge and its effects on the system analysis of the structure
Autor Markus Spitzer
Adresa Schlebener Weg 12
A9241 Wernberg
Institut Fachhochschule Kärnten
Vedoucí práce Dipl.-Ing Christian Stadler
FH-Prof. Dipl.-Ing. Dr. Norbert Randl
Datum 25.09.2010
Použité programy a moduly RFEM, Zusatzmodule
Počet stran 194
Obsah
> Stáhnout
Popis ... 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...
Ostatní ... Thank you for the time-limited student license. The software was a great help for me when I wrote my thesis...

4. Diplomová práce Philipp Hager

Téma Design and structural analysis of an event stage
Autor Philipp Hager
Adresa Osterfeldstraße 6
83075 Bad Feilnbach
Institut HS Regensburg
Vedoucí práce Prof. Dr.-Ing. Othmar Springer
Datum 27.09.2010
Použité programy a moduly RSTAB, Zusatzmodule, RX-HOLZ
Počet stran 111
Obsah
> Stáhnout
Popis ... 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...

5. Bakalářská práce Susanne Schreiber

Téma Stability analysis of a framework shell stressed by imperfections
Autor Susanne Schreiber
Adresa Georg-Friedrich-Straße 28
76131 Karlsruhe
Institut Hochschule Karlsruhe
Technik und Wirtschaft
Vedoucí práce Prof. Dr. Eur.-Ing. Marcus Aberle
Datum 25.01.2010
Použité programy a moduly RSTAB, Zusatzmodule
Počet stran 80
Obsah
> Stáhnout
Popis ...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. 

6. Diplomová práce Wladislaw Weis

Téma Structural analysis of a 5-story office and residential building
Autor Wladislaw Weis
Adresa Coseler Twiete 1
22045 Hamburg
Institut HafenCity Universität Hamburg
Vedoucí práce Prof. Dr.-Ing. Liebrecht
Prof. Dr.-Ing. Sass
Datum 25.02.2010
Použité programy a moduly RFEM, Zusatzmodule
Počet stran 277
Obsah
> Stáhnout
Popis ... 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 ...
Ostatní ... 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.

7. Magisterská práce Stefan Leuckefeld

Téma Methods for calculation and design of rolled girders in concrete
Autor Stefan Leuckefeld
Adresa St. Petersburger Straße 26/0902
01069 Dresden
Institut Hochschule für Technik und Wirtschaft Dresden (FH)
Vedoucí práce Prof. Dr.-Ing. habil. Jürgen Fischer
Datum 15.05.2009
Použité programy a moduly RSTAB, RFEM, Zusatzmodule
Počet stran 170
Obsah
> Stáhnout
Popis ... 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...
Ostatní ...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...

8. Diplomová práce Andreas Knappheide

Téma Structural planning for a hall for conservation
Autor Andreas Knappheide
Adresa Hinterberg 35
26169 Gehlenberg
Institut Fachhochschule Oldenburg Ostfriesland Wilhelmshaven
Vedoucí práce Prof. Dr.-Ing. Günther Bahr
Prof. Dr.-Ing. Mohammad-Reza Tawakoli
Datum 12.12.2008
Použité programy a moduly RSTAB, Zusatzmodule
Počet stran 199
Obsah
> Stáhnout
Popis 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...
Ostatní ... Closing my Bachelor thesis I want to thank you for the supply of the analysis programs RSTAB 6 and RFEM 3 ....

9. Diplomová práce Christoph Villinger

Téma Design of timber structures according to DIN 4149:2005
Autor Christoph Villinger
Adresa Klemme 4
79837 Häusern
Institut Hochschule für Technik, Wirtschaft und Gestaltung Konstanz, Fakultät Bauingenieurwesen
Vedoucí práce Prof. Dr.-Ing. Wolfgang Francke
Datum 04.08.2008
Použité programy a moduly RSTAB, DYNAM, Zusatzmodule
Počet stran 234
Obsah
> Stáhnout
Popis 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...
Ostatní ... 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...

10. Diplomová práce Julia Koska

Téma Post-critical analysis on a dome segment
Autor Julia Koska
Adresa Brunnenstraße 149
10115 Berlin
Institut Fachhochschule Potsdam
Fachbereich Bauingenieurwesen
Vedoucí práce Prof. Dipl.-Ing. W. Habermann
Datum 14.01.2009
Použité programy a moduly RSTAB, Zusatzmodule
Počet stran 333
Obsah
> Stáhnout
Popis ... 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...
Ostatní ... I really want to thank the Dlubal company for providing me with the RSTAB full version so that I could write my diploma thesis...

UPOZORNĚNÍ

Řada univerzit a odborných vysokých škol využívá náš software při výuce budoucích inženýrů.

Již v demoverzi programů RSTAB a RFEM lze řešit jednoduché statické úlohy. Studenti tak brzy získají cit pro přetvoření konstrukcí a kvalitativní průběhy vnitřních sil. 

Všichni studenti mají navíc možnost používat všechny naše programy zdarma. Další informace pro studenty

Pokud působíte na vysoké škole, informujte se o zvláštních podmínkách, které nabízíme školám.

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