Semiramis - The Hanging Gardens of Zug, Switzerland
Customer Project
A tower called "Semiramis", consisting of five oversized wooden plant bowls, is being built in Zug, Switzerland. The structure, with an extraordinary design, will be built in the middle of the new innovation district called Tech Cluster Zug.
| Owner |
Urban Assets Zug AG (UAZ) |
| Architect |
Gramazio Kohler Research Zurich, Switzerland
gramaziokohler.arch.ethz.ch |
| Structural Design |
Timbatec Holzbauingenieure Schweiz AG www.timbatec.ch |
Model Parameters
Model
At the entrance to the new Tech Cluster Zug, a tower called "Semiramis - The Hanging Gardens of Zug" will reach a height of more than 72.17 ft. The hanging gardens will provide a habitat for native plants and small animals, thus bringing natural diversity to the new district. Timbatec was responsible for the structural and dynamic analysis of the structure. It utilized RWIND Simulation for the wind flow analysis.
Structure
The tower's columns are made of steel, and the plant bowls, with a diameter of up to 33 ft, are made of cross-laminated timber panels. The team of Gramazio Kohler Research at the ETH Zurich (which conceptually designed the architectural timber structure) has also developed, together with various internal and external partners, a completely robot-supported assembly method for the precise positioning of the cross-laminated timber panels. Four robots working at the same time enable this method.
The cross-laminated timber panels are connected to the faces by means of TS3 cast resin, by joint grouting without applying pressure to the faces. Timbatec developed this process in several research projects with the ETH Zurich and the Bern University of Applied Sciences. Currently, it is used mainly for the construction of floor slabs, but it also enables structures such as “Semiramis".
The tall, slender structure is planted with large bushes and trees. On the one hand, the structure has considerable dead weight; on the other hand, it represents a large contact surface for the wind. Thanks to the advantageous round shape of the plant bowls, the wind is redirected around the structure. Nevertheless, the stiffening of the structure with its eight slender columns is a challenge.
In order to determine the wind pressures and suction on the columns and plant bowls for the design, a wind flow analysis was carried out in a digital wind tunnel utilizing RWIND Simulation. In addition, due to the slender construction, resonance effects along and across the wind direction had to be taken into account in the calculations.
Project Location
Baarerstrasse 124Switzerland
Keywords
Tower Steel Cross-laminated timber
Write Comment...
Write Comment...
Contact us
Do you have questions or need advice?
Contact our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
New
Parametrization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- How do I apply wind load on members of open structures?
- Is it also possible to use RF‑/TOWER Loading without the other TOWER add-on modules?
- I do not want to design a cross-section in the RF‑/STEEL EC3 add-on module. Can I quickly remove this cross-section from the selection?
- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- I encountered a sharing violation while importing a dxf file into SHAPE-THIN. What is the issue?
- How can I display membrane stresses in the results of RF‑STEEL Surfaces?
- How does the "Orthotropic Plastic" material model work in RFEM?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
