Extranet | Novità | Supporto | Contattaci | Note legali
Deutsch | English | Français | Español | Português | Italiano | Česky | Polski | Русский  

Tesi universitarie

… il nostro software, semplicemente perfetto l'educazione e la ricerca 

1. Tesi universitaria Timm Kruse

Oggetto Bell tower of the Protestant church in Flintbek, Germany
- structural and dynamic analysis -
Autore Timm Kruse
Instituto Fachhochschule Lübeck
Fachbereich Bauwesen
Responsabile Prof. Dr.-Ing. M. Logemann
Prof. Dr.-Ing. H.-J. Uth
Data 20.12.2010
Programmi e moduli utilizzati RFEM, Dynamik ...
Numero di pagine 94
Indice
Descrizione ... 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. Tesi universitaria Markus Spitzer

Oggetto Analysis of the soil-structure interaction in the impost joint of an arched bridge and its effects on the system analysis of the structure
Autore Markus Spitzer
Indirizzo Schlebener Weg 12
A9241 Wernberg
Instituto Fachhochschule Kärnten
Responsabile Dipl.-Ing Christian Stadler
FH-Prof. Dipl.-Ing. Dr. Norbert Randl
Data 25.09.2010
Programmi e moduli utilizzati RFEM, Zusatzmodule
Numero di pagine 194
Indice
Descrizione ... 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...
Altro ... Thank you for the time-limited student license. The software was a great help for me when I wrote my thesis...

3. Tesi universitaria Philipp Hager

Oggetto Design and structural analysis of an event stage
Autore Philipp Hager
Indirizzo Osterfeldstraße 6
83075 Bad Feilnbach
Instituto HS Regensburg
Responsabile Prof. Dr.-Ing. Othmar Springer
Data 27.09.2010
Programmi e moduli utilizzati RSTAB, Zusatzmodule, RX-HOLZ
Numero di pagine 111
Indice
Descrizione ... 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

Oggetto Stability analysis of a framework shell stressed by imperfections
Autore Susanne Schreiber
Indirizzo Georg-Friedrich-Straße 28
76131 Karlsruhe
Instituto Hochschule Karlsruhe
Technik und Wirtschaft
Responsabile Prof. Dr. Eur.-Ing. Marcus Aberle
Data 25.01.2010
Programmi e moduli utilizzati RSTAB, Zusatzmodule
Numero di pagine 80
Indice
Descrizione ...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. Tesi universitaria Wladislaw Weis

Oggetto Structural analysis of a 5-story office and residential building
Autore Wladislaw Weis
Indirizzo Coseler Twiete 1
22045 Hamburg
Instituto HafenCity Universität Hamburg
Responsabile Prof. Dr.-Ing. Liebrecht
Prof. Dr.-Ing. Sass
Data 25.02.2010
Programmi e moduli utilizzati RFEM, Zusatzmodule
Numero di pagine 277
Indice
Descrizione ... 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 ...
Altro ... 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. Tesi del Master Stefan Leuckefeld

Oggetto Methods for calculation and design of rolled girders in concrete
Autore Stefan Leuckefeld
Indirizzo St. Petersburger Straße 26/0902
01069 Dresden
Instituto Hochschule für Technik und Wirtschaft Dresden (FH)
Responsabile Prof. Dr.-Ing. habil. Jürgen Fischer
Data 15.05.2009
Programmi e moduli utilizzati RSTAB, RFEM, Zusatzmodule
Numero di pagine 170
Indice
Descrizione ... 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...
Altro ...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. Tesi universitaria Andreas Knappheide

Oggetto Structural planning for a hall for conservation
Autore Andreas Knappheide
Indirizzo Hinterberg 35
26169 Gehlenberg
Instituto Fachhochschule Oldenburg Ostfriesland Wilhelmshaven
Responsabile Prof. Dr.-Ing. Günther Bahr
Prof. Dr.-Ing. Mohammad-Reza Tawakoli
Data 12.12.2008
Programmi e moduli utilizzati RSTAB, Zusatzmodule
Numero di pagine 199
Indice
Descrizione 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...
Altro ... Closing my Bachelor thesis I want to thank you for the supply of the analysis programs RSTAB 6 and RFEM 3 ....

8. Tesi universitaria Christoph Villinger

Oggetto Design of timber structures according to DIN 4149:2005
Autore Christoph Villinger
Indirizzo Klemme 4
79837 Häusern
Instituto Hochschule für Technik, Wirtschaft und Gestaltung Konstanz, Fakultät Bauingenieurwesen
Responsabile Prof. Dr.-Ing. Wolfgang Francke
Data 04.08.2008
Programmi e moduli utilizzati RSTAB, DYNAM, Zusatzmodule
Numero di pagine 234
Indice
Descrizione 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...
Altro ... 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. Tesi universitaria Julia Koska

Oggetto Post-critical analysis on a dome segment
Autore Julia Koska
Indirizzo Brunnenstraße 149
10115 Berlin
Instituto Fachhochschule Potsdam
Fachbereich Bauingenieurwesen
Responsabile Prof. Dipl.-Ing. W. Habermann
Data 14.01.2009
Programmi e moduli utilizzati RSTAB, Zusatzmodule
Numero di pagine 333
Indice
Descrizione ... 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...
Altro ... 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. Tesi universitaria Florian Tabeling

Oggetto Structural planning for a testing machine for cylinders
Autore Florian Tabeling
Indirizzo Beverbrucher Straße 6
49681 Garrel
Instituto Fachhochschule Mainz
Responsabile Prof. Dr.-Ing. B. Naujoks
Prof. Dr.-Ing. G. Bahr
Data 27.04.2009
Programmi e moduli utilizzati RSTAB, Zusatzmodule
Numero di pagine 159
Indice
Descrizione 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...
Altro ... I want to thank you for the free use of the engineering software RSTAB 6 and RFEM 3 for creating my thesis...

NOTE

Le università e i college di tutto il mondo usano il software Dlubal nei loro corsi di ingegneria.

I problemi più semplici possono essere risolti utilizzando solo le nostre versioni demo di RSTAB eRFEM. In questo modo, gli studenti cominciano a familiarizzare con la valutazione degli spostamenti generalizzati e delle forze interne determinanti.

Inoltre, gli studenti hanno la possibilità di ottenere una licenza studenti per l'uso dei programmi Dlubal ad un costo bassissimo.  

Studendi e docenti universitari...



Se fai parte dell'ambiente universitario puoi dare uno sguardo alle nostre offerte speciali.

Università

 

Scarica le versioni demo!
Download

Richiedi informazioni dettagliate e le versioni demo gratuite di RSTAB e RFEM.
Richiedi dettagli e demo
 
Seguici su:   Facebook   Google+   YouTube   LinkedIn   Blog      E-mail
© 2012 Ing. Software Dlubal GmbH - Tutti i diritti riservati