Special Steel Structures - Project Assignment
Major | Structural Engineering - in English |
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Faculty | Faculty of Structural Engineering |
Department | Steel, Timber and Plastic Structures |
Lead Lecturer | Prof. Dr. Eng. Borislav Belev |
Publications
Design of self-supporting dome roofs
ZDRAVKOV L. A.. T. D. Dincheva
ZDRAVKOV L. A.. T. D. Dincheva
Conditions of the tanks in exploitation in which will be mounted aluminium floating roofs
ZDRAVKOV L. A.
ZDRAVKOV L. A.
Lateral - torsional buckling of steel beams
ZDRAVKOV L. A.
ZDRAVKOV L. A.
ZDRAVKOV L. A.
Using of General Method of Standard EN 1993-1-1 to Design of Self-Supporting Cone Roofs
Using of General Method of Standard EN 1993-1-1 to Design of Self-Supporting Cone Roofs
Self-supporting Dome Roof on Tank with V = 70 000 m3 capacity. New approaches to design
ZDRAVKOV L. A.
ZDRAVKOV L. A.
Use of LBA-MNA methodology for determination of bearing capacity of compressed shells
Use of LBA-MNA methodology for determination of bearing capacity of compressed shells
Use of LBA-MNA methodology for determination of bearing capacity of compressed shells
Influence of anchor bolts on stresses in base plates
Zdravkov L. A.
Zdravkov L. A.
Influencing factors on effective width of compressed zone in joint column - cylindrical shell of steel silo
Zdravkov L. A.
Zdravkov L. A.
Place of load’s application on the cylindrical body – does it have an influence on distribution of normal stresses within it
Zdravkov L. A.
Zdravkov L. A.
Steel domes with radial girders and circular elements on circular base. How to design them
Zdravkov L.A.
Zdravkov L.A.
Numerical Analysis of Vertical Steel Storage Tanks on ANSYS Workbench and ANSYS Mechanical APDL
Pantusheva, M., Zdravkov, L.A.
Pantusheva, M., Zdravkov, L.A.
Typical damage in steel storage tanks in operation
Zdravkov, L., Pantusheva, M.
Zdravkov, L., Pantusheva, M.
Anchoring of the Steel Vertical Cylindrical Tanks. Possibility of Increasing of the Bearing Capacity
Zdravkov, L.A.
Zdravkov, L.A.
Necessary height of the ring beams in the steel silos on discrete supports. Another approach for its determination.
Zdravkov, L. A.
Zdravkov, L. A.
Influence of the geometrical imperfections in the cylindrical steel shells, loaded by axial compression
Zdravkov, L. A.
Zdravkov, L. A.
Necessary height of the vertical stiffeners in steel silos on discrete supports with accounting of imperfections
Zdravkov, L. A.
Zdravkov, L. A.
Constructive measures to preserve the bearing capacity of steel vertical tanks in service for a long time
Zdravkov, L.A.
Zdravkov, L.A.
Influence of the distance between vertical cylinders positioned in a row on the wind load on them
Zdravkov, L.A.
Zdravkov, L.A.
Study materials
General plan of Aboveground Steel Tank
Zdravkov L. A.
Zdravkov L. A.
Bottom of Aboveground Steel Tank
Zdravkov L. A.
Zdravkov L. A.
Shell of Aboveground Steel Tank
Zdravkov L. A.
Zdravkov L. A.
Roof of Aboveground Steel Tank
Zdravkov L. A.
Zdravkov L. A.
Central ring of roof of Aboveground Steel Tank
Zdravkov L. A.
Zdravkov L. A.