Structural engineering FEA software RFEM is the basis of a modular software system. RFEM is used to define structures, materials, and loads for planar and spatial structural systems consisting of plates, walls, shells and members.
The program also allows you to create combined structures as well as model solid and contact elements.
In RFEM, it is possible to determine pushover curves (also called capacity curves) and export them to Excel.
This FAQ describes the procedure:
The RF‑/DYNAM Pro add-on modules allow for determination of natural vibrations, equivalent seismic loads, and so on.
The structural analysis software provided by Dlubal can be seamlessly integrated into the Building Information Modeling (BIM) process. A variety of interfaces allows you to exchange data from digital building models with RFEM or RSTAB.
Customer service is one of the fundamental pillars of the Dlubal Software company philosophy. We also offer you all the support you need for your daily work.
Customer Projects of Dynamic Analysis
The FC Campus ("Cube A" and "Cube B"), located directly on the A5 exit Karlsruhe-Nord, consists of two adjacent structural cubes at a slight offset which leave a lasting impression due to their unique facade design.
Customer Projects of Dynamic Analysis
The removable grandstands are surrounded on three sides by precast seating risers in the north endzone of the Los Angeles Football club soccer stadium. The grandstands are a free-standing system. The system is comprised of aluminum trusses which are demountable from aluminum towers.
Customer Projects of Dynamic Analysis
The Palazzo Meridia in Nice is currently the tallest CLT office building in France. The Dlubal customer CBS-Lifteam was responsible for the planning, supply and installation of the timber structure.
Customer Projects of Dynamic Analysis
This slender timber pedestrian bridge was constructed over the Bow River in Banff. At 13 ft wide and 38 ft long, the bridge is complete with an 263 ft clear span which is perhaps the longest of its kind for a timber bridge.
Customer Projects of Dynamic Analysis
SWE-Eurodrive GmbH & Co. KG, a German family-owned company operating in the area of drive technology, expands its plant until 2019 at Graben-Neudorf. The existing plant with a size of 1,184,030 ft² will almost be doubled...
Customer Projects of Dynamic Analysis
One of the world's highest timber structures is a look‑out tower on the Pyramidenkogel, a mountain in Carinthia, Austria.
The spiral-shaped tower with a height of 100 m provides a breathtaking view over the Alps-Adriatic region.
Customer Projects of Dynamic Analysis
The railway station forecourt at Piazza Garibaldi has six hectares in size. You can find here parks, gardens and fountains.
Between 2005 and 2013, it was restructured along with the metro station of the same name.
Customer Projects of Dynamic Analysis
In December 2013, a hotel with extraordinary architecture was opened in Davos, Switzerland. The building has the shape of a “Golden Egg” and is situated on a mountainside.
The hotel is elliptic in shape with all corners rounded out constructed with reinforced concrete.
Customer Projects of Dynamic Analysis
A timber apartment complex with appealing architecture has been built in the Italian town of Brescia. Four housing complexes include a total of 72 housing units.
For the Lombard Institute for Residential Buildings (ALER), this has been the first project carried out in wood.
Customer Projects of Dynamic Analysis
An extraordinary structure was built in Chile: "Temple of Light," one of eight Bahá'í temples in the world.
The shape of the temple resembles a nine‑petalled blossom of a lotus flower. The building has a diameter of about 34 m and a height of 30 m.
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Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
Pushover analysis is a nonlinear structural calculation for seismic analysis of structures. The load pattern is inferred from dynamic calculation of equivalent loads. These loads are incrementally increased until the global failure of the structure occurs. The nonlinear behaviour of a building is usually represented by using plastic hinges.
The stiffness of gas given by the ideal gas law pV = nRT can be considered in the nonlinear dynamic analysis.
The calculation of gas is available for accelerograms and time diagrams for both the explicit analysis and the nonlinear implicit Newmark analysis. To determine the gas behaviour correctly, at least two FE layers for gas solids should be defined.
Main Program
Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements
Add-on Module
Dynamic analysis of natural frequencies and mode shapes of member, surface, and solid models
Add-on Module
Dynamic and seismic analysis including time history analysis and multi-modal response spectrum analysis
Add-on Module
Seismic and static load analysis using the multi-modal response spectrum analysis
Add-on Module
Nonlinear dynamic analysis to external excitations
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