Gallery

Examples from our user community

Transmission Gully, New Zealand

Cardno (NSW/ACT) Pty Ltd, Sydney, Australien

  • 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

AWD Ingenieure, Cologne

  • 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

KREBS+KIEFER Ingenieure GmbH

  • Technical examination of the structural planning
  • 170-metre high office tower and 70-meter residential tower with a common foundation
  • Combined pile-plate foundation

Project paper Krebs+Kiefer


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

PFAFFEN ENGINEERING

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

http://www.geierlay.de/


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

SSF Ingenieure AG, Munich

  • 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

Igl, Putz & Partner, Landshut

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

DI Dr. techn. Kurt Kratzer

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

SWECO Structures AB

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

convex ZT GmbH, Graz

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

Inros Lackner AG, Rostock

  • 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

Werner Consult, Wien

  • Technical work
  • Structural design
  • Earthquake checks

Steel Helix, Exhibition Object

Ingenieurbüro Gabert, Roetgen

  • Implementation planning
  • Structural design with buckling checks


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

InfoGraph GmbH, Aachen

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

InfoGraph GmbH, Aachen

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


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, Vattenfall Europe Generation AG & Co. KG, 65[t]
Bleiloch Pumped Storage Plant Inclined Hoist, Vattenfall Europe Generation AG & Co. KG, 65[t]

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


Underground Station

Fa. Bilfinger Berger AG

  • Structural design