Independent structural tasks executed with precision.
Featuring subtasks of larger-scale projects, e.g., analytical models, drawings, or complete calculations of specific structural elements.
Independent structural tasks executed with precision.
Featuring subtasks of larger-scale projects, e.g., analytical models, drawings, or complete calculations of specific structural elements.
7,5 m span, 30 m long steel structure.
Equipped with checkered steel-deck floors, the building serves as a supporting structure for silos.
With symmetrically arranged shear walls, this 23-story reinforced concrete structure functions as a high-capacity residential building.
Utilizing ETABS, static and dynamic analyses were run on the building, and structural members such as slabs, retaining, and shear walls, beams and columns were verified and optimized.
I exported the building’s raft foundation to SAFE, which allowed me to examine its behavior precisely.
20 × 20 meter net area space truss, composed of circular hollow sections and their connections.
Design and modeling of a billboard with a steel plate banner, composed of angle-profiles.
Three-story RC building with flat slabs.
121-meter high-rise steel tower with a frame and shear lattice structural layout.
7,5 m span, 30 m long steel structure.
Equipped with checkered steel-deck floors, the building serves as a supporting structure for silos.
With symmetrically arranged shear walls, this 23-story reinforced concrete structure functions as a high-capacity residential building.
Utilizing ETABS, static and dynamic analyses were run on the building, and structural members such as slabs, retaining, and shear walls, beams and columns were verified and optimized.
I exported the building’s raft foundation to SAFE, which allowed me to examine its behavior precisely.
20 × 20 meter net area space truss, composed of circular hollow sections and their connections.
Design and modeling of a billboard with a steel plate banner, composed of angle-profiles.
Three-story RC building with flat slabs.
121-meter high-rise steel tower with a frame and shear lattice structural layout.
19 m span, 1,2 m apex height glued-laminated roof beam.
Verifications for longitudinal bending, transverse tensile and shear stresses, lateral buckling and deflections were carried out in accordance with EN-1995-1-1.
19 m span, 1,2 m apex height glued-laminated roof beam.
Verifications for longitudinal bending, transverse tensile and shear stresses, lateral buckling and deflections were carried out in accordance with EN-1995-1-1.
T-shaped prestressed RC girder.
This design project explores specific characteristics of prestressed concrete elements. The design process included the following steps:
Design of rebars and prestressing tendons,
Verification in the initial state,
Calculation of prestress losses,
Design of shear reinforcement,
End-block analysis.
Formwork and reinforcement plans of the beam.
Created with Tekla Structures.
T-shaped prestressed RC girder.
This design project explores specific characteristics of prestressed concrete elements. The design process included the following steps:
Design of rebars and prestressing tendons,
Verification in the initial state,
Calculation of prestress losses,
Design of shear reinforcement,
End-block analysis.
Formwork and reinforcement plans of the beam.
Created with Tekla Structures.
Verifications of stability for a 5-story steel framework structure.
In accordance with EN 1993, verifications and calculations were required for second-order effects, global and local imperfections, and their substituting loads.
Stability checks were computed using the reduction factor method in local elements and general method for the global structure.
Verifications of stability for a 5-story steel framework structure.
In accordance with EN 1993, verifications and calculations were required for second-order effects, global and local imperfections, and their substituting loads.
Stability checks were computed using the reduction factor method in local elements and general method for the global structure.
This three-part project explores the main load-bearing elements of a typical RC framework structure.
The scope of this work was the calculations and design of an intermediate slab, column, and beam in accordance with EN 1992, and the creation of their reinforcement drawings.
Reinforcement drawing of a typical beam.
Created with AutoCAD.
Reinforcement drawing of an intermediate column.
Created with AutoCAD.
This three-part project explores the main load-bearing elements of a typical RC framework structure.
The scope of this work was the calculations and design of an intermediate slab, column, and beam in accordance with EN 1992, and the creation of their reinforcement drawings.
Reinforcement drawing of a typical beam.
Created with AutoCAD.
Reinforcement drawing of an intermediate column.
Created with AutoCAD.
