milutin k.zizic

10
Milutin K. Žižić -Dipl.Ing.(Univ.) Relje Krilatice 67 36300Novi Pazar , Srbija E-mail: [email protected] Education Faculty of Civil Engineering, University of Belgrade (1982) 1984 Employment History Kablar - Beograd Junior civil engineer 1984 Kolubara Projekt - Lazarevac Principal civil engineer 1986 Konin- Studio for Structural Engg., N.Pazar Owner 1989 Kirilo Savic – Institut ,Beograd Leading designer 1991 Director 2011 Computer Skills SAP 2000 STAAD/Pro Femap with NX Nastran AutoCAD Robot Millenium Languages English References Eexhibition pavilion, Moscaw. Pavilon in exploatation Static analysis of the node 1990

Upload: milutin-zizic

Post on 18-Jan-2015

166 views

Category:

Documents


6 download

DESCRIPTION

 

TRANSCRIPT

Page 1: Milutin k.zizic

Milutin K. Žižić -Dipl.Ing.(Univ.)

Relje Krilatice 6736300Novi Pazar , SrbijaE-mail: [email protected]

Education

Faculty of Civil Engineering, University of Belgrade (1982) 1984

Employment History

Kablar - Beograd Junior civil engineer 1984

Kolubara Projekt - LazarevacPrincipal civil engineer 1986

Konin- Studio for Structural Engg., N.PazarOwner 1989

Kirilo Savic – Institut ,Beograd Leading designer 1991Director 2011

Computer Skills

SAP 2000 STAAD/Pro Femap with NX Nastran AutoCAD Robot Millenium

Languages

English

References

Eexhibition pavilion, Moscaw.

Pavilon in exploatation Static analysis of the node

1990

Page 2: Milutin k.zizic

Elight pavilon in Moscaw on the same location.

2005

Ssupervision of the bucket wheel excavators installation in Kolubara and Kostolac.

Bucket wheel excavators in Macedonia Static model for calculations

1991−2012

Rradial gate design for shutter dam,Chira Piura, Peru

Static model with results

1994

Eexpert analysis of the Saint Sava temple’s dome in Belgrade. The calculation included all phases of construction- lifting of the dome, galleries and pendentives.

1999

Page 3: Milutin k.zizic

Ccatholic Mission Church design in Mongolia, Ulan Bator. The roof is a space truss structure with 30.0 m diameter of. Pipe connections are MERO type.

2000

Penstock for Bistrica dam in Serbia. Expert calculations for damages on ring supports.

2005

Penstock for Chuzachen dam in India

2007

Reconstruction of the portal crane on the dam crest Podpeć

2008

Page 4: Milutin k.zizic

Eexpert analysis for replacement of the Djerdap dam’s ship lock

2008

Preheater Tower designNovi Popovac, Serbia

2008

cCalculation of the crane’s mechanism carrying 120 tons weight. The mechanism itself weight is 42 tons. The construction is done for the Russian market.

Mechanism in factory Calculation model (contact problem)

2009

TThe analysis of a coal dust bunker carrier in blast furnace 1 and 2, US SteelSerbia. Bunker’s weight: 1000,0 t.

2010

Page 5: Milutin k.zizic

Rreconstruction of the inspection tool on Branko's Bridge in Belgrade, Serbia

2011

As-is state report of the city’s water supply suspension bridge with 86.0 m span, Trstenik,Serbia.

Airport Hangar –Podgorica (Montenegro) Model of Steel Structure.

2011

Structural Analysis (Static and Dynamic) for Multistory Reinforcement Residential/Commercial Building.(Ljubljana-Slovenia)

2010

Page 6: Milutin k.zizic

Highvolte Station – Structure Design of the bearing frame

Footbal Stadium with utility structures.Structural Analysis & Design.

(Banja Luka –R.Srpska)

Page 7: Milutin k.zizic

Bridge over r. Raska. Structural Analysis and Design. (Novi Pazar – Serbia)

Bridge pasarela - (Steel structure).Structural Analysis and Design.

Belgrade – Serbia.

FE Model of Podgorica’s Airport Teminal .

Page 8: Milutin k.zizic

Garage –Parking. Steel Structure. Structural Analysis & Design.