|
Home | ||||||||||
|
Products | ||||||||||
|
Price List | ||||||||||
|
Videos
|
||||||||||
|
Request Info/Demo | ||||||||||
|
News | ||||||||||
|
Support | ||||||||||
|
Students/Colleges | ||||||||||
|
FAQ | ||||||||||
|
Projects and Examples | ||||||||||
|
|||||||||||
|
Downloads | ||||||||||
|
Press Releases | ||||||||||
|
Company | ||||||||||

| Extranet | Contact Us | Support | Downloads | Deutsch | English | Česky | Русский |
RSTAB - Structure Gallery |
|
|
... full of impressive structures by our customers! |
| Statics and construction | MERO-TSK International GmbH & Co. KG Würzburg Max-Mengeringhausen-Str. 5 97084 Würzburg info@mero-tsk.de www.mero-tsk.de |
|
| Description | On Al Yas Island, the biggest natural island of the Emirates, the Ferrari World Theme Park is presently erected as an amusement and leisure facility. According to the design concept of Benoy, it will include a Formula 1 fitted circuit, a shopping mall of the size of 300,000 m², condominiums, marinas and also several luxury hotels and two golf courses. The park is built in two phases – phase 1 will presumably be completed in 2009, whereas the second phase shall not be implemented until 2014. The Ferrari World Theme Park is covered by a vast roof. The entire roof structure with a surface of about 195,000 m² consists of a MERO spatial framework. With a total number of about 170,000 bars and about 42,200 joints, it is the largest spatial framework ever built. | |
| Investor | Aldar, an investment trust in Abu Dhabi Yas Island www.yasisland.ae |
|
| Width | 190,000 m² | |
| Nodes | 42,200 | |
| Members | 170,000 | |
| Others | Download full article in PDF format... | |
| Statics and construction | Ingenieurbüro Prof. Dr.-Ing. H. Kramer & Dipl.-Ing. F. Albrecht
Analysis: Dipl.-Ing. (TU) Leif Lorenzen
Glockengießerwall 1
20095 Hamburg
Tel. 040-330039-0
Fax. 040-330039-99
www.krameralbrecht.de |
|
| Description | This hyperbolic cooling tower in Hamburg (Germany) is made up of a regular dodecagonal space truss without internal bracings. Inside, the steel framework is covered with corrugated plates. At the top of the tower, a surrounding gallery is used as a stiffening ring. Beams at distances of about 2 m are designed as parabolic girders to stiffen the construction. | |
| Length | max. 46.3 m |
|
| Width | min. 25.0 m | |
| Height | 54.6 m | |
| Nodes | 8460 | |
| Members | 15588 | |
| Materials | 1 | |
| Cross-Sections | 39 | |
| Non-linear effects | Tension and buckling elements | |
| Weight | 152 tons | |
| Others | This structure had to be recalculated to find possible capacity reserves due to current codes. | |
| Statics and construction | Mero GmbH & Co.KG Max-Mengeringhausen-Str. 5 D-97084 Würzburg Tel.: 0931-6670-511 Fax: 0931-6670-512 | |
| Description | The structure was created in CAD and imported into RSTAB. The load cases and load groups correspond to British Standard BS 5950. This building was analyzed with p-delta effects (2nd order theory). | |
| Investor | The Eden Project is one of the Millenium Buildings in England | |
| Length | 179.95 m |
|
| Width | 130.80 m | |
| Height | 62.45 m | |
| Nodes | 2525 | |
| Members | 7545 | |
| Materials | 2 | |
| Cross-Sections | 49 | |
| Weight | 343.2 tons | |
| Others | The original vision of the project came from the anthropologist and archeologist Tim Smit. The architectural design was done by Nicholas Grimshaw and Partners (London) after a statical pre-design by MERO. Eden Project homepage... |
|