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Daniel | COO | Person Banner | Email
Daniel COO Person Banner Email
Customer Project | LaPendenta Suspension Bridge in Disentis/Mustér, Switzerland
Customer Project | LaPendenta Suspension Bridge in Disentis/Mustér, Switzerland
Construction of a steel launching nose on the D35 construction site | © M4 Road Design s.r.o.
Assembly of Steel Launching Nose at D35 Construction Site
Steel launching nose for the bridge superstructure on the D35 highway construction site, designed with Dlubal Software.
Steel Launching Nose for Bridge Superstructure at D35
Steel launching nose on the bridge superstructure with nonlinear stresses.
Steel Launching Nose of Bridge Superstructure with Display of Stresses
Model of a steel launching nose for the bridge superstructure using a stability analysis
Steel Launching Nose for Bridge Superstructure
Critical buckling shape of the steel launching nose for the bridge superstructure in the 3rd mode.
Buckling Shape of Steel Launching Nose of Bridge Superstructure
Display of a warping moment in Steel Design
Warping Moment Distribution
Advanced Warping Torsion Assessment for Steel Structures
Member Warping Torsion
GT 000518 | Exploring BIM Capabilities for Life Cycle Assessment in Structural Projects: Towards Sustainable Material Choices
Exploring BIM Capabilities for Life Cycle Assessment in Structural Projects: Towards Sustainable Material Choices
Colleagues meeting to share knowledge and exchange information at a conference on metal structures.
Our Colleagues at the Metal Construction Conference
Analysis comparing wind flow over a rough and smooth bottom surface using terrain flow techniques in a wind tunnel.
Terrain Flow Analysis – Wind Tunnel Comparison for Rough and Smooth Bottom Surface
Image depicting a detailed view of a built-up aluminum edge cross-section profile used in construction.
Built-up Edge Cross-Section
Steel launching nose designed for the longitudinal launch of the concrete box of a bridge superstructure on the D35 highway in the Czech Republic.
Steel Launching Nose for Bridge Superstructure
Detailansicht der statischen Berechnung von Gleit- und Zugwiderstand in einem Bauteil.
Nachweis von Gleit- und Zugwiderstand
Detailierte Darstellung der Zugkraftnachweise in einem Bau-Anwendungsmodell.
Nachweis der Zugkraft im Bauwesen
Detaildarstellung von vorgespannten Schrauben in einem Stahlanschlussmodul. Sichtbarer Einsatz von Stahlbauteilen zur Veranschaulichung.
Vorgespannte Schrauben in Stahlanschlüssen
Katie, the new colleague, is smiling at the camera and wearing office clothes.
Our New Colleague Katie
Die Bauzustandsanalyse ermöglicht die Anpassung von Eigenschaften wie Stäben und Flächen in verschiedenen Bauphasen.
Modifizierung der Eigenschaft eines Stabes für einen Bauzustand
Feature 002640 | Design of RSECTION cross-sections in the Concrete Design add-on
RSECTION Reinforced Concrete Section Designed in RFEM
Feature 002640 | Design of RSECTION cross-sections in the Concrete Design add-on
Reinforcing Bar Stresses in RFEM
Definition of different flange widths of T-beams for integration in the design of concrete ribs.
Individual Definition of Effective Flange Widths of Ribs by Segment
Copying surface reinforcements in Concrete Design allows for efficient structural analysis.
Copying Surface Reinforcement
Display of surface reinforcement with specific amounts in concrete design.
Surface Reinforcement with Display Reinforcement Amount
The graphic shows the free additional reinforcement in concrete surfaces for concrete design.
Graphical Display of Free Additional Reinforcement of Surface Reinforcement
ETABS export data to RFEM for enhanced model integration.
Data Exchange ETABS and RFEM 6
Deformation Animation of Mountain Station in RFEM 5 | © Gustave
Deformations of the 3S Cable Car Mountain Station in Les Deux Alpes under extreme weather conditions
Mode shapes of 3S cable car station in RFEM 5 | © Gustave
Representation of the 3S Summit Station modeled in RFEM 5, showing structural elements.
RFEM Model of Mountain Station of 3S Cable Car at 3200 m Altitude | © Gustave
Deformations of 3S Cable Car Station in RFEM 5 | © Gustave
Deformation Analysis with Snow and Wind Loads on 3S Cable Car’s Intermediate Station Structure in RFEM 5
Deformation Results of 3S Cable Car Station in RFEM 5
3D Model of Cable Car Intermediate Station in RFEM 5 Modeling Software
Model of the Intermediate Station of 3S Cable Car at an Altitude of 2,600 Meters | © Gustave
Deformations of 3S Cable Car Valley Station in RFEM 5 | © Gustave
Visualization of deformations of the RFEM model of the 3S cableway bottom station under wind and snow load conditions in the mountains.
Results of Deformations of the Valley Station of the 3S Cable Car in RFEM 5 | © Gustave
Detailed model of the base station of 3S cable car analyzed with RFEM 5 showing structural elements
RFEM Model of Cable Car Station at an Altitude of 1600 Meters | © Gustave
Modern and imposing gondola lifts, reinforced with steel beams and a timber roof, designed to optimize mountain transport.
New Cable Cars at 3200 m High of 3 Valleys 3S Cable Car Station | © Gustave
Interior view of the station with gondolas and skiers in the background.
Interior View of Mountain Station for 3S Cable Car | © Gustave
View of the modern 3S cable car station with skiers preparing for their run. Winter. Tourist season.
Exterior View of Bottom Station of 3S Cable Car at 1600 m in Winter | © Gustave
Display of Objects Generated by Anchors
Switching Display of Objects Generated by "Anchor" Member Type
Snow, wind, and passenger load-resistant summit station of 3S cable car
Summit Station of 3S Cable Car
Model of a cable car station designed to resist wind and snow loads.
Cable Car Station Model at CP 1338
Program interface showing anchor with generated tension members and piles in detailed view.
Member Type "Anchor" with Generated Members
Testing of the atmospheric boundary layer conducted in a wind tunnel without any obstructions. Focus on airflow examination.
Atmospheric Boundary Layer Test
3D structural model of a 3S cable car station showing wind and snow loads
3S Cable Car – 3D Model of Berchtesgaden Valley Station
Tab "Anchor" in the Bars dialog box with selection boxes for tendon settings.
Input Dialog Box "Members" – Tab "Anchor"
Dialog box for selecting the Anchor member type in the engineering software
Input Dialog Box for Members and Selecting Member Type "Anchor"
Motivating illustration of Czech students in a prominent presentation
Email Banner for Czech Students
Display of model deformations in the analysis progress window of the program.
Displaying Model Deformation During Calculation