Gallery
Examples from our user community
upbeat, High-rise building at Nordhafen, Berlin
RSP Remmel + Sattler Ingenieurgesellschaft mbH
- Structural Design Lph 1-5
- Staggered office tower on a two-story basement box
- Bracing via 2 cores
- Bracing of the façade with three-storey frames
(frame beams pre-stressed in several areas) - Combined pile and slab foundation
- FEM-System: >600.000 elements, > 500.000 nodes
Steel bridge across highway A73, Nuremberg
IGS INGENIEURE GmbH & Co. KG, Weimar
Project planning, structural design and execution
- Deep foundation
- Construction stagesConstruction time traffic routing in elevated lateral position
- Steel checks incl. 3D modeling of the structure nodes
- Extended fatigue and stability analyses
- Investigations for vibration behavior
Transmission Gully, New Zealand
Cardno (NSW/ACT) Pty Ltd, Sydney, Australia
- Incremental launch bridge over Cannons Creek,
- 3 spans, 68m, 86m and 72m
- 4 steel box girder launch on a horizontal radius
- Truss launch nose to minimize weight
- Earthquake considerations to New Zealand requirements
Marienturm, Frankfurt am Main, Germany
RSP Remmel + Sattler Ingenieurgesellschaft mbH, Franfurt a.M.
- 155-metre office tower with 38 floors
- Structural design
- Earthquake checks
Project development: Pecan Development GmbH
Grand Tower, Frankfurt am Main, Germany
- 160-metre residential tower with 47 floors
- Design Engineering
- Earthquake and dynamic calculations
Main Bridge, Marktheidenfeld, Germany
Curbach Bösche Ingenieurpartner
- Dynamic examination for a ship impact
TaunusTurm Tower High-rise, Frankfurt am Main, Germany
- Technical examination of the structural planning
- 170-metre high office tower and 70-meter residential tower with a common foundation
- Combined pile-plate foundation
Gasometer, Berlin-Schoeneberg, Germany
HTW Berlin, University of Applied Sciences
Dynamic analysis of the well known industrial monument as part of a bachelor thesis.
- Modelling with 30,000 members and 35,000 faces
The work of Mr. Hansueli Guyer was awarded the prize of the Berlin Building Chamber for 2014.
Rope Bridge 'Geierlay', Hunsrück, Germany
Germany's longest pedestrian suspension bridge, near Mörsdorf / Hunsrück.
- It spans 360 meters at a height of 100 meters with parabolic guyed wind load ropes
- Structural design, static calculation and technical supervision
Office Block 'Westarkaden Stadtturm', Freiburg, Germany
RECK+GASS Ingenieurgesellschaft für Bauwesen mbH + Co. KG
- Structural design
- Earthquake checks for zone 1
Ramp structure of the Footbridge Arnulfpark, Munich, Germany
- Ramp structure of the Footbridge Arnulfpark, Munich
- Structural design / proofs
Müngsten Bridge (Kaiser-Wilhelm-Bridge), Germany
I W S Beratende Bauingenieure, Idstein
Railroad overpass over the Wupper valley, route 2675 at km 10.782
Recalculation of the entire structure according to guideline 805 and for the S-Bahn railcar of the series 628/928
Thermal analysis of a solid structure
InfoGraph GmbH, Aachen
Calculation of the temperature profile of a steel connector for 120 minutes
- Standard temperature-time curve and user-defined time curves
- Consideration of radiation and convection
- Time-dependent heat sources
- Stress calculation for any given time step
Bridge Structure, A8 Munich - Salzburg, Germany
Study of construction variants BW 123 at Frasdorf (motorway direction south Bavaria)
- Complex frame bridge as a solid model
- Integration of stresses with design objects, prestressed concrete checks
- Requirements for Integral Structures for RE-ING of the Working Group for "Integral Structures"
Dam Project 'Presa Angostura', Peru
Dipl.-Ing. Ulf Wallisch, Civil Engineer
Feasibility study for the damming of the 'Rio Apurimac' in Peru (4100m above sea level)
- Modeling with solid elements (tetrahedron elements)
- Earthquake check
- Time-step analysis with contact properties
Bridge Pillar near Duisburg, Germany
IDN Ingenieurbüro DOMKE Nachf., Duisburg
Static recalculation of a concrete Rhine bridge pillar.
- Modeling with solid elements
- Calculation with increased traffic loads
- Evaluation of the principal stress vectors
- Implementation of upgrading measures
Bridge Structure Winnenden - Marbach, Germany
Ingenieurbüro Hauf, Gundelfingen
Complex frame bridge for overpass of L1127 over B14
- Technical work
- Structural design
- Prestressed concrete checks
Salewa Headquarter, Bozen, Italy
Kauer Ingenieure GmbH - Kauer Ingegneri srl
- Static analysis, concrete slab / composite column
- Earthquake check
Rebuilding Graz Central Station 2020, Austria
Platform roof - the wave -
- Static analysis
- Structure analysis for fire scenario, nonlinear structure check under consideration of restraints and strength reductions due to given fire exposure
Clarion Hotel, Arlanda, Sweden
Design development of the new airport hotel, Stockholm
Middle Station of Gaislachkoglbahn, Sölden (Ötztal), Austria
ZSZ Ingenieure (ZT Ges m b H), Innsbruck
- Static analysis
Jüberg Tower, State Garden Exhibition Hemer 2010, Germany
Ingenieurbüro Bild, Beratende Ingenieure VBI, Hagen
Structural model of the Jüberg tower
- Structural analysis / proof
Overpass Structure Federal Motorway A44 in Hessisch Lichtenau, Germany
Mehlhorn und Vier Ingenieurgesellschaft mbH, Kassel / Frankfurt
Federal Motorway A44 Kassel-Eisenach: BW 3 overpass structure in Hessisch Lichtenau
- Structural design
Turbine Foundation, MHI, Japan
Turbine foundation for gas/steam turbine with generator
- Static and dynamic analysis
- Design of elastic support (spring damper system)
- Earthquake check: Time step analysis with artificial and recorded soil acceleration spectra
Jewish Community Center, Mainz, Germany
Ingenieurbüro ARUP GmbH, Düsseldorf
- Structural design
- Calculation of alternative roof structures
'Kedushah' is the hebrew word for blessing, whose five letters define the building shape. Design: Manuel Herz Architekten, Basel
Schwedenkai Terminal, Kiel, Germany
Ingenieurteam Trebes, Kiel
Dipl.-Ing. Kai Trebes, Prüfingenieur für Baustatik VPI, Beratender Ingenieur VBI
- Structural analysis
- Comparative calculations of deformations, load performance, stiffening
Earthquake Loading on a Wilhelminian House, Vienna, Austria
Dipl.-Ing. Dimitrios Stefanoudakis
Analysis of the buliding condition before and after an extension of the top floor using a framework model (CAT), examplary analysis
http://wien.arching.at - Chamber of Architects and Engineers
Europe Tower, Sofia, Bulgaria
IDN Ingenieurbüro DOMKE Nachf., Duisburg Bulgaria’s tallest building, the 180 m high 'Europe Tower' in Sofia.
- Structural planning
- Static and dynamic analysis of the entire structure
- Earthquake check
Multi-Compartment Silo, Val de Seine, France
Peter und Lochner - Beratende Ingenieure für Bauwesen GmbH, Stuttgart
Construction of a new multi-compartment cement silo in France (75 m height, 21 m diameter) for HOLCIM.
- Technical work
- Structural planning
Industrial plant of Norddeutschen Affinerie AG in Hamburg, Germany
Dr.-Ing. Jörg Kobarg - Ingenieurbüro für Bauwesen, Hamburg
- Static calculation of stock construction
- Nonlinear system analysis with over 20,000 beams
Overpass structure on the A7 in Nesselwang - Füssen, Germany
Dipl.-Ing. Gunther Chr. Zierl - Planungsbüro für Bau- und Verkehrswesen
New construction of a prestressed overpass structure on the A7
Modeling and calculation of the entire structure, length 50.5 m
- Technical work
- Structural design
Erfurt-Würzburg railway line project, Germany
Ingenieurbüro Dipl.-Ing. H. Vössing GmbH
Reinforcement of the "Harzgasse" viaduct in Suhl, 6-span arched bridge made of natural stone and quarry, length 50 m, year of construction: 1880
- Structural planning
- Recalculation of bridge structure according to Ril 805, level 3 with regard to a new roadway slab
Crane building project - Rheinau Harbor, Cologne, Germany
IDK KLEINJOHANN GmbH & Co. KG, Köln
- Designing variants of load-carrying structures since 1998
- Steel, composite steel and prestressed concrete variants
- Permit and implementation planning of combined pile-slab foundations for all three crane buildings 2002/2003
- Structural planning
- Static and dynamic analysis of the entire structure
- Earthquake check
- Prestressed concrete check
Antenna Mast Project, Pfaffenberg, Germany
Ingenieurbüro Schmitt-Stumpf-Frühauf, München
Tower construction, 180m, reinforced concrete / steel / GPR
- Technical work
- Structural design
- Dynamics incl. earthquake and wind stress
Wilsdruffer Gate with Tram Stop Roofing Project, Dresden, Germany
Ingenieurgesellschaft Horz + Ladewig Köln mbH
Cable-braced glass-steel square roofing
- Technical work
- Structural design including glass statics
Septic Tank Project, Großlappen, Munich, Germany
Zilch + Müller Ingenieure GmbH, Munich
- Structural analysis
- Spatially curved tendon guides
- Analysis of varying filling and structural conditions
- Variation of the foundation stiffness
Saarlandstrasse Project, Dortmund, Germany
Engels Ingenieure GmbH, Dortmund
- Static analysis
- Crosscheck deformation, load performance, stiffening
- Technical work
- Fire safety concept and smoke simulation of the underground garage
Gailbrücke in Villach, Kärnten, Austria
Bernard Ingenieure ZT-Ges.m.b.H., Wien
Steel railroad structure highly susceptible to oscillation
- Dynamic measurements
- Crosscheck with simulation of train crossings
- Model updating (adjustment to real structural behavior)
- Development of a restoration concept
La-Ferté Bridge, Stuttgart-Zuffenhausen, Germany
Peter und Lochner - Beratende Ingenieure für Bauwesen GmbH
- Design
- Technical work
The design by Dr. Matthias Schüller was awarded first place by the German Brückenbaupreis 2006 (Bridge Construction Awards 2006) in the category foot and bicycle bridges.
Olympic Stadium Roof, Berlin, Germany
Specht, Kalleja + Partner GmbH, Berlin
- Static analysis
Design: gmp
National Convention Center - Hanoi, S.R. Vietnam
- Structural design
- Earthquake checks
Olympic Stadium 'Panthessaliko', Volos, Greece
INSTAT S.A. CONSULTING ENGINEERS, Athen
- Technical work
- Structural design
- Steel structural members StE 690
Höllgraben Bridge, Tirol, Austria
Bernard Ingenieure ZT-Ges.m.b.H., Hall in Tirol
- Technical work
- Structural design
- Calculation of the creep and shrinkage loss over 7 construction stages
Conference Center, Vienna, Austria
- Technical work
- Structural design
- Earthquake checks
Steel Helix, Exhibition Object
Ingenieurbüro Gabert, Roetgen
- Implementation planning
- Structural design with buckling checks
BMW Welt, Munich, Germany
Ingenieurbüro Schmitt-Stumpf-Frühauf, Munich
- Architectural implementation planning
- Structural design
- Statics
Hotel im Kühlturm, Zeche Zollverein, Essen, Germany
Dipl.-Ing. N. Hangebrauk, diploma thesis, supervised by
SIG, Schürmann IngenieurGesellschaft GmbH & Co.KG, Dortmund
- Structural design
Architectural design: KZA, Koschany, Zimmer & Assoziierte GmbH
Refuse-derived-fuel plant, Cologne, Germany
Ingenieurgesellschaft Dr.-Ing. Fischbach mbH, Erftstadt
Refuse-derived-fuel plant for Infraserv GmbH & Co. Knapsack KG, Chemiepark Knapsack
- Structural design
- Earthquake check
NBS Ebensfeld-Erfurt, EÜ Grümpental Bridge, Germany
OBERMEYER Planen und Beraten, München
Double-track arched railroad bridge with an arch span of 270 m and a bridge length of 1100 m
- Structural design
- Bridge check according to DIN technical report
- Check of the dynamic stressing due to train crossings according to Ril. 804
Headquarters Mainova AG, Frankfurt/Main, Germany
HAAG Ingenieur GmbH, Darmstadt
Main building, office wing and cellar space
- Structural design
- Earthquake check
- Fire safety
Non-linear calculation of a garbage bunker wall in condition II
Crosscheck with example 15 from:
Beispiele zur Bemessung nach DIN 1045-1 (Examples of dimensioning according to DIN 1045-1).
Volume 2: Ingenieurbau, Deutscher Beton- und Bautechnik-Verein e.V., Ernst & Sohn Verlag
VAN Technology Center (VTC) Daimler AG, Untertürkheim Plant, Germany
BKSi GmbH, Stuttgart (formerly IFB Dr. Braschel AG)
- Structural design
Comparison Stress on a Tube Joint
Detailed analysis on a spatial tube joint
- Calculation of the penetration with automatic net generation
- Non-linear stress analysis with plasticizing
Arched Bridge Maulbeerstrasse, Basel, Switzerland
DB Netz AG, bridge measurement and analysis N.BIF
- Load capacity assessment of arched bridges
- Terms of conveyance for special company trucks
Exposition Park House Rebstock, Frankfurt/Main, Germany
Philipp Holzmann AG
Billbrook Canal Bridge, Hamburg, Germany
Professor Bellmer Ingenieurgruppe GmbH, Bremen
- Implementation planning
- Structural design
Rheinau Harbor Cologne, 3 crane houses, Germany
Ingenieurbüro Dipl.-Ing. Dieter Kleinjohann, Köln
- Structural design
- Earthquake checks
- Fire safety
Trump Tower, Stuttgart, Germany
BKSi GmbH, Stuttgart (formerly IFB Dr. Braschel AG)
- Structural design
- Dynamic analysis
Munich Stadium, Germany
Ingenieurbüro ARUP GmbH, Düsseldorf
- Structural design
- Dynamic analysis of the stands
Girder Grid for Underpinning, Access Structure Stadium Frankfurt, Germany
Ingenieurbüro Schmitt-Stumpf-Frühauf, Munich
- Structural design
- Contact problem prestressed concrete beams - girder grid
- Stress analysis of the prestressed concrete beams
Ludwig Erhard Haus, Berlin, Germany
Ingenieurbüro Prof. Breitschuh, Berlin
Galeria Kaufhof Wiesbaden, Park House Ramp, Germany
Ingenieurgemeinschaft Müller GmbH, Wiesbaden
- Static calculation
Henkel Factory Bridge, East Site, Düsseldorf, Germany
Fa. Bilfinger Berger AG
- Structural design
Bleiloch Pumped Storage Plant Inclined Hoist 65[t], Germany, Vattenfall Europe Generation AG & Co. KG
Firma Verbundplan GmbH, Salzburg
- Structural design
Hierzmann Barrier, Tirol, Austria
Dr. techn. Kurt Kratzer, Graz
- Earthquake check
- Slide stability check
Event Roofing, Falkenwiese Nature Spa, Lübeck, Germany
Ingenieurbüro vom Felde, Aachen
- Structural design
Dam Bridge
InfoGraph GmbH, Aachen
Underground Station
Fa. Bilfinger Berger AG
- Structural design