A slender, elegant bridge for pedestrians and cyclists connects the old town and the hospital town of the large district town of Eichstätt, Germany. This customer project was awarded with the "Bavarian Engineering Award 2023" and the "Ernst & Sohn Engineering Construction Award 2024" – and rightly so, because it really is something special.
As part of the urban development of Metz, a new gymnasium is under construction, featuring advanced engineering techniques and a commitment to sustainability. The project combines LC spruce GL24h cross-beams, steel columns, and insulated concrete precast walls to ensure the stability of the structure. The timber roof structure serves as a support for the photovoltaic panels. BET Moselle Bois, a customer of Dlubal Software, was responsible for the structural analysis and design.
The King Louis Bridge is listed as a heritage building; built in 1852, with a length of about 403 ft, it is an outstanding example of civil engineering in Germany. Since 1986, the former railroad bridge, made of timber and steel, has been used as a pedestrian and cyclist bridge across the more than 98-ft-deep river incision in the Iller River.
An 88.18-ton steel structure subjected to high thermal and mechanical stresses had an obsolete fastening system that no longer met the current ergonomic requirements. The study of a new fastening system was based on specifications that required significant ergonomic improvement, certified resistance to stress, low costs, low space requirements, and ease of implementation and operation.
A unique and extraordinary spiral staircase has been constructed in the KF Aerospace Centre for Excellence in Kelowna, BC, Canada. The staircase consists of a timber-concrete composite system (TCC) and spans a length of approximately 70 ft and a height of approximately 23 ft without intermediate supports.
The SDEA Engineering Solutions Advanced Engineering department has extensive experience in mechanical-structural analysis using the finite element method for various structure types and equipment for different industrial sectors such as steel, metalworking, oil and gas, energy, railroads, and metallurgy, among others, as well as for the construction sector.
The Lesotho Highlands Water Project is a multi-phase binational project carried out by the Kingdom of Lesotho together with the Republic of South Africa.
In order to expand its activity, the breakfast cereal manufacturer Dailycer France has requested the construction of an automated storage building located in Faverolles, in the north of France. This industrial and logistics facility consists mainly of a large reinforced concrete structure standing approximately 114 ft tall. This project was designed by the engineering office SPIC SAS, one of Dlubal Software's customers.
The Infrastructure department of SDEA Engineering Solutions has extensive experience in the railroad sector, especially in designing electrification using overhead contact lines (OCS/OLE), where it has developed projects for high-speed trains in England and streetcar lines in Norway.
The Somnium is an accessible roof garden located on the TNF tower (Faculty of Engineering Natural Sciences Tower - TNF) of the Johannes Kepler University Linz (JKU).
This hydraulic dam project, located in the Provence-Alpes-Côte d'Azur region (PACA), included design consideration for the control valve’s rotational axis deformation, maximum stress, and material fatigue behavior.
Studio Rota Nodari has extensive experience in civil and industrial project development. For many years, it has designed temporary and permanent steel and aluminum structures such as tensile structures, scaffolding, platforms, and prefabricated roofs for various events throughout Italy and abroad.
The Landslide Hotel is located near Rotterdam Airport. The multi-story reinforced concrete structure was designed by the engineering office of Van Numen from Rosmalen, the Netherlands, and the structural analysis was performed utilizing RFEM.
The engineering office Études Techniques Lyonnaises was commissioned with the structural design of the foundations for a new unloading area of an industrial site in the department of Isère, France.
The new unloading area consists of a steel structure built on a foundation plate. The total area is divided into two parts: a traffic and unloading area for rail vehicles, and an area with a pit and a traffic zone for lift trucks.
More and more cities and towns, especially in southern Germany, are open to multi-story timber buildings. The German city of Friedrichshafen on Lake Constance was convinced of the apartment building concept by the wood construction company Müllerblaustein Holzbau GmbH.
A unique structure called Sky Walk was built in Dolní Morava, Czech Republic, under Králický Sněžník Mountain at a height of 3,661.4 ft; it is unprecedented in Central Europe.
Sky Walk is a lookout trail leading up to 192 ft above the surrounding hilly terrain level. It is visible at a distance of several miles. The architectural design was created by famous Czech architect Zdeněk Fránek. The Czech company TAROS‑NOVA s.r.o., a customer of Dlubal Software, was responsible for the structural engineering and construction.
The Kozłowski-Projekt Engineering Office participated in designing a factory which produces wood‑based, high-endurance laminate panels. The project by MLT OOO was constructed in Torzhok, Russia, making it Europe’s largest manufacturer of panels of this type.
An extraordinary new outdoor theatre opened in Bytom, Poland in August 2014. From a structural engineering point of view, the building consists of two parts (a theater stage and a backstage) geometrically interconnected by a spatial-shaped roof. This gives the structure its remarkable design.
A student team from the Czech Technical University (CTU) in Prague took third place overall in the Solar Decathlon 2013, an engineering competition which is organized biennially by the U.S. Department of Energy. The competition challenged 20 collegiate teams from around the world to design, build, and operate an energy-efficient solar-powered house.
During the final days of World War II, a column segment of the Brandenburg Gate was severely damaged by grenade attacks. When the gate was reconstructed in 2002, the German engineering office of J. Sando in Weimar developed a method by which it was possible to substitute the column segment. The special supporting structure necessary for the substitution process was designed using RFEM.
Janson Bridging in Hank, the Netherlands, produces temporary, emergency, and permanent bridges for civil, industrial, and military use. All these bridges - consisting of several types - are based on modular concepts that can be easily adjusted to the requests of the customer.
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.
The new ice hockey arena in the Czech town of Jičín replaces the old, outdated outdoor stadium. Not only does the arena serve as a venue for the local ice hockey team, but it also opens its doors to schools and the community.
WIEHAG GmbH, a customer of Dlubal Software, used RSTAB to calculate the impressive, column‑free roof structure consisting of truss girders made of glued-laminated timber. Moreover, WIEHAG was responsible for the production and construction of the roof structure.
As the geothermal energy market is continuously increasing, BAUER Maschinen GmbH, a German company working in the field of specialist foundation engineering, has developed a new deep drilling rig. Dlubal Software's German customer Ing.-Büro H.-U. Möller was in charge of the plant's structural analysis. The system is used to make borings reaching to a depth of 22,965 ft in the area of geothermal energy, oil, or gas.
Many of the stone monuments in the Angkor archaeological site, a UNESCO World Heritage Site, are currently ruins. The condition of the intact monuments is worsening quickly.
Thus, international experts are looking intensively into the causes of the poor technical condition of these important monuments and trying to find suitable solutions to rescue them. The Czech research team is participating in saving these monuments in Angkor as well, with the five‑year research project "Thermal Imaging and Structural Analysis of Sandstone Monuments in Angkor".
The main objective of the project is represented by an analysis of the stone structures' loading due to environmental temperature changes and the influence of this loading on the static safety of the monuments. In addition to the research performed directly in Angkor, numerical simulations of the behavior of stone structures loaded by external actions, focused on the effect of temperature changes, also forms a part of the project.
The structural engineering software RFEM for FEM analysis and design by Dlubal Software was used to create numerical models and carry out the structural analysis.
The sluice gate is based on a pressure segment used to control the water level of the weir. The flap width is 23 ft, the total width of the structure is 34 ft. It is possible to dam water to a maximum height of 18 ft. The structure is made of S 355 steel.
Radoslav Dimitrov, a civil engineering student, took advantage of RSTAB when writing his paper, for which he analyzed a stadium roof. The object of the paper was to design a stadium for soccer matches and athletic sports events, offering space for an audience of 70,000 people. The framework of the roof is a tubular steel structure with 17,791 members in total.
The project for designing a filter/dryer device, including agitator, required a complete stress and deformation analysis in RFEM. The complex modeling of the structure, which had 1,424 surfaces, 158 solids, and 425 members, represented a special design challenge.