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tashkent, uzbekistan
It's currently 12:30 AM here
Joined November 13, 2023
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Bahram T.
@btaheri1985
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tashkent, uzbekistan
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Civil Structural Design Engineer
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Portfolio
Portfolio
Heavy Industrial Structure
Industrial Support Structure
CONCRETE STRUCTURE BUILDING
CONCRETE STRUCTURE BUILDING
CONVEYOR STRUCTURE AND SUPPORT WALL
CONVEYOR STRUCTURE AND SUPPORT WALL
Water Storage Tank and Pump Station
CONCENTRATE STORAGE BUILDING
Heavy Industrial Structure
Industrial Support Structure
CONCRETE STRUCTURE BUILDING
CONCRETE STRUCTURE BUILDING
CONVEYOR STRUCTURE AND SUPPORT WALL
CONVEYOR STRUCTURE AND SUPPORT WALL
Water Storage Tank and Pump Station
CONCENTRATE STORAGE BUILDING
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Experience
Lead Engineer of Heavy Industry Projects
Mar 2023 - Present
Skills: Fabrication Engineering Ā· Team Management Ā· Project Engineering Ā· Project Coordination
NICICO Sarcheshmeh IPCC Project; Deputy Project Manager
Jan 2021 - Mar 2023 (2 years, 2 months)
National Iranian Copper Industries Company (NICICO) is the client of Semi-Mobile In-Pit Crusher & Conveying Project (IPCC). The ultimate goals of this project is the Design, Procurement, Construction, installation and Commissioning of three crushers on movable structure and conveyors systems for ore and waste handling from inside PIT crusher to Stoke Pile and Dumps.
Skills: Engineering and Management Ā·
Civil and Structural Engineering Coordinator and Designer
Nov 2011 - Dec 2020 (9 years, 1 month)
Review and check of all Civil, Structure and Architectural documents and Design of Steel and Concrete Structures such as Concrete Water Storage Tanks and Pump Stations, Steel Storage Tanks, Elevated Concrete Storage Tanks, Material Handling Conveyors, Electrical and Control Room Building, Storage Building, Cyclone Radial Manifold, Crusher Building, and Buildings in Copper, Nickel, Infrastructure, Iron and, Steel Making Projects.
Education
Masterās Degree, Structural Engineering
(3 years)
Bachelorās Degree
(5 years)
High School Diploma, Mathematical physics
(4 years)
Qualifications
Certificate of Presentation in the National Conference on Civil Engineering
Urmia University
2015
Skills: Research Ā· Structures Ā· Engineering
Use of Bilin Material in Opensees to Model the Parameters of Beam, Column and Panel Zone Capacity-Boundary
Certificate of Presentation in the 1st National Conference of Civil Engineering, Urbanism
Center of Sustainable Development of Science and Technology
2015
Skills: Research Ā· Structures Ā· Engineering
Comparison of seismic behavior of moment frames with RBS connections and moment frames with end plate connections using NSP method
Certificate of Presentation in the 4th National Conference on New Materials & Structures
Yasuj University
2015
Skills: Research Ā· Structures Ā· Engineering
Comparison of the seismic behavior of moment frames with RBS connections and Pre-Northridge welded connections using NSP analysis
Publications
Use of Bilin Material in Opensees to Model the Parameters of Beam, Column and Panel Zone
15th Conference of Civil Engineering Students - Urmia University Ā· Sep 4, 2014
...
Comparison of Seismic Behavior of Frames with Reduced Beam Section and Pre-Northridge
International Conference on Civil Engineering, Architecture and Urban Infrastructure Ā· Jul 30, 2015
...
Comparison of Seismic Behavior of Frames with RBS Connections and End Plate Connections
6th International Conference on Earthquake & Structures
...
Comparison of the seismic behavior of moment frames with RBS connections and Pre-Northridge
4th National Conference on New Material and Structures in Civil Engineering (Yasuj University)
...
Investigation of the effect of rigid connection type on the nonlinear behavior and over-strength
Journal of Structural and Construction Engineering (JSCE) Published by Iranian Society of Structures
After poor performance and brittle fracture of moment connections in the 1994 earthquake in Northridge, researchers proposed new connections to improve the behavior of steel moment frames. Generally, these modified connections can be classified into two main categories: reduced beam section (RBS) and other than RBS connections such as bolted flange plate, bolted unstiffened and stiffened extended end-plate moment, and welded unreinforced flange-welded web moment connections.
Prediction of Overstrength Factor for Special Steel Moment Frames Using Artificial Neural Network
International Journal of Steel Structures Published by Springer.
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