This project deals with structural evaluation against climatic loads and the utilization and seismic analysis of an existing telecommunications tower performed by SAQQARA INGENIERIA S.L., a customer of Dlubal Software. The structure is a lattice tower with a square section plan, made of steel cross-sections, with a radar and the necessary auxiliary equipment installed on it, including a spherical radome as a mimicry.
This project was designed using BIM technology. During the documentation process, IFC files were used for the data exchange. The architectural building model was first created in REVIT, then exported to RFEM to apply loads and complete the full structural analysis and design.
For a project in Rotterdam, ADS Ertner used IDEA CONNECTION to analyze a structural steel connection. This program calculates steel connections utilizing the CBFEM method, where each thin-walled cross-section is modeled with nonlinear material properties, nonlinear bolts, and nonlinear welds. In order to transfer loads, ADS Ertner needed to use blocks in the connection model. In IDEA CONNECTION, blocks are not easily integrated with thin-walled plates.
The school building addition in Sutz-Lattrigen was built on the existing foundation floor. This foundation was not designed to withstand a second story. Therefore, the loads from the first floor and the additional second story had to be designed as concentrated loads. In order to reduce the weight but also for educational and sustainability reasons, timber was used in the construction of the new building.
A kindergarten, designed according to Building Information Modeling (BIM), is currently under construction in the Tyrolean municipality of Schwoich. The digital 3D model accompanies the construction project from design until completion.
The architectural planning was performed with Autodesk Revit. The structural model, including cross-sections, materials, loads, and so on, was exported to RFEM with the direct interface and designed there.
The boiler supporting structure with a combustion chamber is used as the main stiffening element of the coal‑fired plant in Neyveli, Tamil Nadu, India.
The boiler supporting structure measures 100 ft x 100 ft x 406.8 ft and, together with the boiler roof arranged above, it has to withstand loads of about 50,706 t.
The continuous casting plant of the JSW ISPAT steelworks in India was extended by an additional level and completed by new plant components and stair towers. At the same time, the existing structure was reinforced to be able to absorb the additional weight of the new components as well as increased seismic loads.
An extraordinary project was born when the architectural office of bergmeister-wolf designed a new workshop for wood carving art in Val Gardena, South Tyrol.
As the triangulated facade could be used only partially for load application, the building represented a great challenge for the responsible timber construction engineer. But the Italian Dlubal Software customer Schrentewein & Partner mastered the task by primarily using the building's inside parts for transferring loads.
During the Antarctic summer months of 2010/2011 and 2011/12, a new research station was built in East Antarctica for the Indian Ministry for Earth Sciences. The design and planning came from the German offices of bof architekten and IMS Ingenieurgesellschaft in Hamburg, Germany.
The complex structural system consists of an enveloping steel structure and a total of 134 special containers integrated to transfer vertical and horizontal loads. The final structural analysis was carried out by the German engineering office of KSF in Bremerhaven.