Gallery

Examples from our user community

Steel bridge over the southwest tangent (A73) in Nuremberg

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

Cable-stayed bridge Nanay, Peru

COSAPI S.A.

Project planning
Execution

Incremental launch bridge over Cannons Creek, New Zealand

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

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', Germany / Hunsrück

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

BMW Welt, Munich, Germany

Ingenieurbüro Schmitt-Stumpf-Frühauf, Munich

Architectural implementation planning
Structural design
Statics

http://www.bmw-welt.com

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