Milutin k.zizic porfolio
0 likes997 views
The document provides details on Milutin K. Žižić's education, employment history, computer skills, and references for structural analysis and design projects. It summarizes his experience conducting structural modeling, analysis, design, and detailing of reinforced concrete and steel structures, including buildings, industrial facilities, tunnels, and bridges using software like SAP2000, STAAD/Pro, Femap, AutoCAD, and Robot Millennium. Examples of projects in various countries are listed for residential, commercial, industrial and special structures.
Milutin k.zizic porfolio
- 1. Milutin K. Žižić - M.Sc.C.Engg. Relje Krilatice 67 36300Novi Pazar , Srbija E-mail: milutin.zizic@koninco.com www.koninco.com Education Faculty of Civil Engineering, University of Belgrade (1982) Employment History GP. Kablar - Beograd Junior civil engineer 1982 Kolubara Projekt - Lazarevac Principal civil engineer 1986 Konin- Studio for Structural Engg., N.Pazar Owner 1989 Leading designer Director 2011 Kirilo Savic – Institut IKS ,Beograd Computer Skills SAP 2000 STAAD/Pro Femap with NX Nastran AutoCAD Robot Millennium Languages English
- 2. References for Structural Analysis and Design 1 . RESIDENTIAL and COMMERCIAL BUILDING STRUCTURES General notes for the all Residential and Commercial Building Structures are : We are doing all phases of the Structural Analysis and Design of structures like : Modeling * FE Analysis (Static and Dynamiic) * Design * Details of Reinforcement Softwares : STAAD Pro,Femap ,AutoCad (2005) Commercial Building – Business Center “Altana” – Ljubljana, Slovenia The Bearing Structure was made of reinforced concrete : reinforced concrete walls, and floor slabs. Underground structure of a garage. Foundation structure is reinforced concrete plate . The calculation done according Eurocode. The model analysis (FEA/FEM) with Femap /NX Nastran software package.Structural Design with StaadPro. Detailing of reinforce with ArmCad. Commercial Building – Business Center “Lion” – Begrade, Serbia (2001)
- 3. Commercial Building - auto-saloon , Thessaloniki - Greece.... (2003) Dynamic (earthquake) analysis for the multistory reinforcement residential/ commercial building in Ljubljana – Slovenia. Structural and modelling analysis (finite elements method- FEM) in NXNastran(FEMAP) and Staad Pro. Design for Residential Buildings Ljubljana – Slovenia. The Exhibition complex in Moscow, eight pavilion, 98,0 x 98,0 m size (1990) Exhibition pavilion, Moscaw │ Краснопресненская наб. , вл. 14, ЦАО, Пресненский район. Roof span is 98,0x98,0m. │ Investor: Moscaw city Government Pavilion after completion Pavilion in exploitation
- 4. Roof before lifting Roof after lifting 3D node – Connector of Spatial Lattice for pipe connections. Hangar of airport termina -Podgorica,Montenegro I have executed a complete Structural Analysis , and detail design of a steel structure. Its base is a rectangular shape with size of 48.0m * 90.0m . Structural Modeling and Analysing was done by FEM/FEA (as a beam and rod elements). Calculation results of stress analysis and a report were performed in StaadPro. 2. INDUSTRIAL and SPECIAL BUILDING STRUCTURES General notes for the all Industrial and Special Building Structures are : We are doing all phases of the Structural Analysis and Design of structures like : Modeling * FE Analysis (Static and Dynamiic) * Design * Details of Steel Softwares : STAAD Pro, Femap , AutoCad
- 5. Steel Calculation of Bin Silo SI Capacity_ 40m3 (2013) Investitor : KH Engineering │ Cargill Cocoa Indonesia I have prepared design documentation of the Silos and of their supports - static analysis and drawings. Workshop drawings have been prepared in cooperation with the company GOSA Razvojni Biro – Belgrade. Modeling and Design of the steel structure done with Femap and StadPro Construction of silos for coal reserves. Supervision of the construction of silos for coal reserves │ Dimensions: 34,5x18,0x30,0 m │ Capacity of silos: 3x450,0 t │ Investor: EPS, Serbia Supervisor detected a problem in girder connection with column. Investor is warned, calculation proof is attached that the screws force will be critical. Finding is respected and designer gave a new “solution”........ Modeling and Analysis for the pipe racks for the Energy Plants in Turkey (2001).
- 6. Modeling │ FE Analysis (Static and Dynamiic) │ Design │ Details of Steel Joining the modeling for the piping and for the racks was done using the translator we have created for the specific purpose. Static check and evaluation of the technological piping supports by the FEA/FEM. All the results are compatible with and were used in Auto PIPE. Penstock for Chuzachen dam in Sikim, India.. (2007) Penstock length: 1146,0 m │ Pipe radius: 3,2/3,0 m │Max. pressure at Spiral Case/MIV: 414,0 mwc │ Total weight of steel structure: 1310 t │ Investor: GATI Infrastructures Pipeline for the Chuzachen Dam in India (2007) For the Chuzachen Dam Pipeline, apart from linear modeling, the control of certain sections was performed using shell modeling. Bifurcation was also checked using detailed shell modeling Preheater Tower general design , Novi Popovac, Serbia (2008) Static model of tower for calculations. │ Structural Analysis (Static & Dynamic with FEM) │ Preheater Tower general design │ Height of tower: 104,8 m │ Weight of steel structure:1470 t │ Investor: HOLCIM, Serbia
- 7. Steel Antenna tower - Jastrebac , Serbia Construction and execution plans (with static analysis) of an telekomunications tower. Executive plans for tower 40 meters high, with expansion possibility to 60 meters: Static and dynamic calcultations │ Executive plans for construction elements │ platforms and handrails Pole foundations │ Completed: 2008 Winter sports stadium – Sochi (Russia)… (2009). Roof structure is 3D steel roof trusses. │ Structural analysis and design in SNiP and EUROCODE │3D node – Connector of Spatial Lattice for pipe connections. Model analysis done in NX Nastran(FEMAP), structural analysis and design in Staad Pro. 3D node – Connector
- 8. Football stadium with utility structures and roof above the grandstands Banja Luka, Republika Srpska (2008) Structural - bearing system is reinforced concrete and steel frames. Roof structure is a spatial lattice. Model analysis done in NX Nastran(FEMAP), structural analysis(Static & Dynamic) and design in Staad Pro. Industrial Building . Steel industrial production hall Podgorica – Montenegro. 2008 Steel structure for industrial production ( 25.0m * 64.0m) was modelling and analysis in NX Nastran (FEMAP), structural design StaadPro, shop drawings TeklaStructures (XSteel). Calculations and analysis done by EUROCODE standards.
- 9. Tunnels, on the railway Sabac- Loznica (2012) The preparation of the Tunnels static & dynamic calculations. Static Analysis of the Tunnel structure, was treated as a a tube hollowed through soil or stone. The structure is loaded with different types of loads, which is originating from different geological layers above the structure of the tunnel. Structural Modeling and Analysing was done by FEM/FEA with FEMAP/NX Nastran. Calculation results of stress analysis and a report were performed in StaadPro. Static Analysis of a Tunnel Formwork for the metro station KAZAHSTAN Aeration Storage Tanks. Smederevska Palanka- Serbia (2012) Aeration tanks are part of the plant in process of a wastewater treatment. It's an underground reinforced concrete structure with a vertical walls, and a sloping bottom plate. Bases of a tanks are a circles form with a diameters of 27.0 m and 22.0m ; walls are made of reinforced concrete thickness of 0.30m. Structural Modeling and Analysing was done by FEM/FEA (as a plate elements) with FEMAP/NX Nastran, Calculation results of stress analysis and a report were performed in StaadPro.
- 10. Primary & Secondary Settlement Tanks(Aeration Tanks) Tank for the purifying of wastewater.Smederevska Palanha, Serbia (2012) Settlement Tanks(Aeration Tanks) Walls are made of reinforced concrete thickness of 0.30m. . This is an underground reinforced concrete structure with a vertical walls. Its base is a rectangular shape with the size of 55.0m * 19.60m * 5.0m. Structural Modeling and Analysing was done by FEM/FEA (as a plate elements) with FEMAP/NX Nastran, Calculation results of stress analysis and a report were performed in StaadPro. Expert’s Analysis of the Saint Sava Church’s Dome – Vracar, Belgrade (1999). The Analysis (FEA/FEM) refers to all phases in design and building of the dome, the galleries and the pandantif Bridge across the Morava river, Paracin – Serbia (2009)
- 11. Complete Structural Modeling, Analysis, Design and detail design of the prestressed reinforcement concrete of this bridge structure done by myself. Bridge spans are : 15m+25m+15m Beam-and-stringer grid bridge and its bridge deck was modelling as a 3D structure by FEA/FEM. Calculation results of stress analysis and a report were performed in SAP2000. reconstruction of the inspection tool on Branko's Bridge in Belgrade, Serbia As-is state report of the city’s water supply suspension bridge with 86.0 m span, Trstenik, Serbia. Footbridge across the Timok river, Zajecar – Serbia (2005) This is a steel structure, with spans8.50m+27.0m+8.5m. I have executed a complete Structural Analysis , and detail design of a steel structure. Structural Modeling and Analysing was done by FEM/FEA .Calculation results of stress analysis and a report were performed in SAP2000.