Gallery

Examples from our user community

TaunusTurm Tower High-rise (Frankfurt am Main)
TaunusTurm Tower High-rise (Frankfurt am Main)

TaunusTurm Tower High-rise (Frankfurt am Main)

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
Gasometer, Berlin-Schoeneberg

Gasometer, Berlin-Schoeneberg

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', Germany / Hunsrück
Rope Bridge 'Geierlay', Germany / Hunsrück

Rope Bridge 'Geierlay', Germany / Hunsrück

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.haengeseilbruecke.de/

Ramp structure of the Footbridge Arnulfpark, Munich
Ramp structure of the Footbridge Arnulfpark, Munich

Ramp structure of the Footbridge Arnulfpark, Munich

SSF Ingenieure AG, Munich

  • Ramp structure of the Footbridge Arnulfpark, Munich
    - Structural design / proofs
Müngsten Bridge (Kaiser-Wilhelm-Bridge)
Müngsten Bridge (Kaiser-Wilhelm-Bridge)

Müngsten Bridge (Kaiser-Wilhelm-Bridge)

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
Thermal analysis of a solid structure

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
Bridge Structure, A8 Munich - Salzburg

Bridge Structure, A8 Munich - Salzburg

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
Dam Project 'Presa Angostura', Peru

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
Bridge Pillar near Duisburg

Bridge Pillar near Duisburg

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
Bridge Structure Winnenden - Marbach

Bridge Structure Winnenden - Marbach

Ingenieurbüro Hauf, Gundelfingen

Complex frame bridge for overpass of L1127 over B14

  • Technical work
  • Structural design
  • Prestressed concrete checks
Rebuilding Graz Central Station 2020, Austria
Rebuilding Graz Central Station 2020, Austria

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
Clarion Hotel, Arlanda, Sweden

Clarion Hotel, Arlanda, Sweden

SWECO Structures AB

Design development of the new airport hotel, Stockholm

Turbine Foundation, MHI, Japan
Turbine Foundation, MHI, Japan

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
Jewish Community Center, Mainz

Jewish Community Center, Mainz

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
Schwedenkai Terminal, Kiel

Schwedenkai Terminal, Kiel

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
Earthquake Loading on a Wilhelminian House, Vienna, Austria

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
Europe Tower, Sofia, Bulgaria

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
Erfurt-Würzburg railway line project
Erfurt-Würzburg railway line project

Erfurt-Würzburg railway line project

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
Crane building project - Rheinau Harbor, Cologne

Crane building project - Rheinau Harbor, Cologne

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
Antenna Mast Project, Pfaffenberg

Antenna Mast Project, Pfaffenberg

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
Wilsdruffer Gate with Tram Stop Roofing Project, Dresden

Wilsdruffer Gate with Tram Stop Roofing Project, Dresden

Ingenieurgesellschaft Horz + Ladewig Köln mbH

Cable-braced glass-steel square roofing

  • Technical work
  • Structural design including glass statics
Septic Tank Project, Großlappen, Munich
Septic Tank Project, Großlappen, Munich

Septic Tank Project, Großlappen, Munich

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
Saarlandstrasse Project, Dortmund

Saarlandstrasse Project, Dortmund

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
Gailbrücke in Villach, Kärnten, Austria

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
National Convention Center - Hanoi, S.R. Vietnam
National Convention Center - Hanoi, S.R. Vietnam

National Convention Center - Hanoi, S.R. Vietnam

Inros Lackner AG, Rostock

  • Structural design
  • Earthquake checks
Conference Center, Vienna, Austria
Conference Center, Vienna, Austria

Conference Center, Vienna, Austria

Werner Consult, Wien

  • Technical work
  • Structural design
  • Earthquake checks
Steel Helix, Exhibition Object
Steel Helix, Exhibition Object

Steel Helix, Exhibition Object

Ingenieurbüro Gabert, Roetgen

  • Implementation planning
  • Structural design with buckling checks
Refuse-derived-fuel plant, Cologne
Refuse-derived-fuel plant, Cologne

Refuse-derived-fuel plant, Cologne

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
NBS Ebensfeld-Erfurt, EÜ Grümpental Bridge

NBS Ebensfeld-Erfurt, EÜ Grümpental Bridge

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
Headquarters Mainova AG, Frankfurt/Main

Headquarters Mainova AG, Frankfurt/Main

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
Non-linear calculation of a garbage bunker wall in condition II

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 Chrysler AG, Untertürkheim Plant
VAN Technology Center (VTC) Daimler Chrysler AG, Untertürkheim Plant

VAN Technology Center (VTC) Daimler Chrysler AG, Untertürkheim Plant

BKSi GmbH, Stuttgart (formerly IFB Dr. Braschel AG)

  • Structural design
Comparison Stress on a Tube Joint
Comparison Stress on a Tube Joint

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
Arched Bridge Maulbeerstrasse, Basel, Switzerland

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
Exposition Park House Rebstock, Frankfurt/Main

Exposition Park House Rebstock, Frankfurt/Main

Philipp Holzmann AG

Trump Tower, Stuttgart
Trump Tower, Stuttgart

Trump Tower, Stuttgart

BKSi GmbH, Stuttgart (formerly IFB Dr. Braschel AG)

  • Structural design
  • Dynamic analysis
Girder Grid for Underpinning, Entry Structure Frankfurt Stadium
Girder Grid for Underpinning, Entry Structure Frankfurt Stadium

Girder Grid for Underpinning, Entry Structure Frankfurt Stadium

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
Ludwig Erhard Haus, Berlin

Ludwig Erhard Haus, Berlin

Ingenieurbüro Prof. Breitschuh, Berlin

Galeria Kaufhof Wiesbaden, Park House Ramp
Galeria Kaufhof Wiesbaden, Park House Ramp

Galeria Kaufhof Wiesbaden, Park House Ramp

Ingenieurgemeinschaft Müller GmbH, Wiesbaden

  • Static calculation
Henkel Factory Bridge, East Site
Henkel Factory Bridge, East Site

Henkel Factory Bridge, East Site

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, Vattenfall Europe Generation AG & Co. KG, 65[t]

Firma Verbundplan GmbH, Salzburg

  • Structural design
Hierzmann Barrier
Hierzmann Barrier

Hierzmann Barrier

Dr. techn. Kurt Kratzer, Graz

  • Earthquake check
  • Slide stability check
Dam Bridge
Dam Bridge

Dam Bridge

InfoGraph GmbH, Aachen

Underground Station
Underground Station

Underground Station

Fa. Bilfinger Berger AG

  • Structural design