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Nikoll Ndrejaj
ENGINEERING PORTFOLIO
Table of Contents
CURRICULUM VITAE
PROFILE,EDUCATION,PROFESSIONAL EXPERIENCE,………….………….2-3
STUDENT WORK
10-STOREY RESIDENTIAL BUILDING........................….………….………….5-6
2-STOREY PRIVATE VILLA….………………………………...…….………….7-8
UNDERGROUND WATER TANK….………………………………...………....9-10
EARTHQUAKE ENGINEERING FINAL PROJECT….………….…..……….11-12
PROFESSIONAL WORK
HYDROPOWER PLANTS….………….…………………………………...….14-15
HYDROPOWER HOUSE…...………….……………………………………....16-17
“DALMATIA” TOWER...…...………….…………………………………........18-19
01
Nikoll Ndrejaj
Street “Shen Pjetri”Lezhe,Albania
nikollndrejaj123@gmail.com
+355682410440
PROFILE
Structural engineer with over 1year experience in concrete and steel industrial project.
Project highlights:Hydropower plants with all sub-facilities with production capacity up to 4 MW.
Master graduate in structural engineering.
Resourceful, well-developed analytical and problem-solving skills.
EDUCATION
Oct 2017-Jul 2019 M.Sc in Structural Engineering
Faculty of Civil Engineering (FIN),
Polytechnic University of Tirana (UPT),Tirane (Albania)
Oct 2014-Jul 2017 B.Sc in Civil Engineering
Faculty of Civil Engineering (FIN),
Polytechnic University of Tirana (UPT),Tirane (Albania)
2-4 Apr 2019 Workshop
Polytechnic University of Tirana (UPT) vs Politecnico Di Bari
“Techniques and methods of investigation of existing structures”-Tirane,Albania
15-18 May 2018 Open Lecture
Polytechnic University of Tirana (UPT)
“Masonry Constructions”
02
PROFESSIONAL EXPERIENCE
Mar 2020-May 2020 Civil Engineer
D.H.Edil Construction d.o.o
∗Civil engineer in construction stages.
Jul 2017-Oct 2017 Engineering Intern
“FLORI” sh.p.k-Construction Company
* Assisted lead engineer in construction stages.
Sep 2018-Feb 2020 Civil Engineer
“AM-RES” sh.p.k-Engineering Consultant
∗Calculated preliminary and detailed design for hydropower plants.
∗Developed calculation spreadsheets to be used as standards at the company.
∗Providing regular progress update for lead engineers.
∗ Responsible for structural drawings.
SOFTWARE PROFICIENCY
ADVANCED
INTERMEDIATE
BASIC
LANGUAGE Albanian
Mother tongue
English
B2
German
A2
EXPERTISE
Structural engineering Concrete Steel Eurocode
03
04
10-STOREY RESIDENTIAL BUILDING
COURSE: Reinforced Concrete Structure
PROJECT LOCATION: Tirane, Albania
STRUCTURAL SYSTEM: Dual
DESIGN CODE: Eurocodes
YEAR: 2017
SOFTWARE USED: Autocad,Armcad, Revit, Etabs
DUTIES: Modeling,Analysis, Design and Structural Drawings.
First Floor Plan
05
The main structure is a dual system of
special concrete moment frame and a
special concrete shear wall at the core of
the building.
For model seismic analysis is used
“Linear Seismic Analysis”.
Response Spectrum Function – parameters:
Ground acceleration ag=0.25g
Spectrum type, 1
Ground type, D
Behavior factor, q=3.6
3D Model in ETABS
Maximum story drifts
06
2-STOREY PRIVATE VILLA
COURSE: Retrofitting of Structures
PROJECT LOCATION: Farke(Tirane), Albania
STRUCTURAL SYSTEM: Space Frame
DESIGN CODE: Eurocodes
YEAR: 2019
SOFTWARE USED: Autocad, Revit, Etabs
DUTIES: Modeling,Analysis, and Technical details.
Architectural front elevation
Structural plan
07
“Push-over Analysis”.
Control displacement, 1000 mm
Nonlinear Static Analysis
Hinge Response/Frame type:Beam
Plastic Hinges – LIFE SAFE
Target Displacement
08
UNDERDROUND WATER TANK
COURSE: Concrete Structure
DESIGN CODE: Eurocodes
YEAR: 2019
SOFTWARE USED: Autocad,Armcad, Revit, SAP 2000
DUTIES: Modeling,Analysis, Design and Structural drawings.
Plan and
cross section of water tank.
09
The water tank is a four meter deep
with pump room about it.It is designed
to hold 1800 m3 of water.The structure
will be built using reinforced concrete
and is supported by slab in the grade.
Structural drawings
10
EARTHQUAKE ENGINEERING FINAL PROJECT
MASTER THESIS: “ Seismic reaction of reinforced concrete structures under
the effect of viscous dampers and friction dampers”.
ADVISOR: Dr.Agim Seranaj
YEAR: Jul 2019
SOFTWARE USED: Autocad,Armcad, Revit, Etabs
THE PERPOSE OF THE STUDY : Study of the effectiveness in seismic response
of concrete structures of viscous dampers and friction dampers
*Optimal positions of these
mechanisms is in accordance with
the distribution model which
maximizes damping of the first
mod.
*The basic idea is to put every
damper in the position where is
the greatest relative displacement.
11
0
500
1000
1500
2000
2500
3000
3500
4000
0 -0.019 -0.04 -0.048 -0.054 -0.057 -0.06
Forcanebaze
Zhvendosjet
Modeli pa shuares
Modeli 1.a
Modeli 1.b
Modeli 2.a
Modeli 2.b
Structure capacity curve with and without the presence of dampers.
Model in the presence of viscous dampers Model in the presence of friction dampers
12
13
HYDROPOWER PLANTS
TYPOLOGY: Hydropower
PROJECT LOCATION: Gramsh(Elbasan), Albania
PROJECT TEAM: “AM-RES” sh.p.k
YEAR: 2017-2020
SOFTWARE USED: Autocad, Autocad Civil, SAP 2000
DUTIES: Modeling,Drafting drawings, and Technical details.
14
Water Tank
This small hydropower plant
has a capacity of
2 MW, where it uses the
waters of the “Holta” river.
15
Hydropower hause
HYDROPOWER HOUSE
The hydropower house is designed for 3
fransis turbine.The structure will be built
using reinforced concrete.
The roof will be of metal construction
(steel trusses).
16
Structural drawings
Structural drawings
17
“DALMATIA” TOWER
TYPOLOGY: Tower
PROJECT LOCATION: Split,Croatia
PROJECT TEAM: D.H Edil Construction
YEAR: 03/2020-05/2020
DUTIES: Interpretation of drafting drawings, and technical details.
Structural Plan
18
This skyscraper,which should be
called “DALMATIA”,will have
27 floors in total that reach 115
meters above sea level.
19
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Engineering portfolio ndrejaj nikoll

  • 2. Table of Contents CURRICULUM VITAE PROFILE,EDUCATION,PROFESSIONAL EXPERIENCE,………….………….2-3 STUDENT WORK 10-STOREY RESIDENTIAL BUILDING........................….………….………….5-6 2-STOREY PRIVATE VILLA….………………………………...…….………….7-8 UNDERGROUND WATER TANK….………………………………...………....9-10 EARTHQUAKE ENGINEERING FINAL PROJECT….………….…..……….11-12 PROFESSIONAL WORK HYDROPOWER PLANTS….………….…………………………………...….14-15 HYDROPOWER HOUSE…...………….……………………………………....16-17 “DALMATIA” TOWER...…...………….…………………………………........18-19 01
  • 3. Nikoll Ndrejaj Street “Shen Pjetri”Lezhe,Albania nikollndrejaj123@gmail.com +355682410440 PROFILE Structural engineer with over 1year experience in concrete and steel industrial project. Project highlights:Hydropower plants with all sub-facilities with production capacity up to 4 MW. Master graduate in structural engineering. Resourceful, well-developed analytical and problem-solving skills. EDUCATION Oct 2017-Jul 2019 M.Sc in Structural Engineering Faculty of Civil Engineering (FIN), Polytechnic University of Tirana (UPT),Tirane (Albania) Oct 2014-Jul 2017 B.Sc in Civil Engineering Faculty of Civil Engineering (FIN), Polytechnic University of Tirana (UPT),Tirane (Albania) 2-4 Apr 2019 Workshop Polytechnic University of Tirana (UPT) vs Politecnico Di Bari “Techniques and methods of investigation of existing structures”-Tirane,Albania 15-18 May 2018 Open Lecture Polytechnic University of Tirana (UPT) “Masonry Constructions” 02
  • 4. PROFESSIONAL EXPERIENCE Mar 2020-May 2020 Civil Engineer D.H.Edil Construction d.o.o ∗Civil engineer in construction stages. Jul 2017-Oct 2017 Engineering Intern “FLORI” sh.p.k-Construction Company * Assisted lead engineer in construction stages. Sep 2018-Feb 2020 Civil Engineer “AM-RES” sh.p.k-Engineering Consultant ∗Calculated preliminary and detailed design for hydropower plants. ∗Developed calculation spreadsheets to be used as standards at the company. ∗Providing regular progress update for lead engineers. ∗ Responsible for structural drawings. SOFTWARE PROFICIENCY ADVANCED INTERMEDIATE BASIC LANGUAGE Albanian Mother tongue English B2 German A2 EXPERTISE Structural engineering Concrete Steel Eurocode 03
  • 5. 04
  • 6. 10-STOREY RESIDENTIAL BUILDING COURSE: Reinforced Concrete Structure PROJECT LOCATION: Tirane, Albania STRUCTURAL SYSTEM: Dual DESIGN CODE: Eurocodes YEAR: 2017 SOFTWARE USED: Autocad,Armcad, Revit, Etabs DUTIES: Modeling,Analysis, Design and Structural Drawings. First Floor Plan 05
  • 7. The main structure is a dual system of special concrete moment frame and a special concrete shear wall at the core of the building. For model seismic analysis is used “Linear Seismic Analysis”. Response Spectrum Function – parameters: Ground acceleration ag=0.25g Spectrum type, 1 Ground type, D Behavior factor, q=3.6 3D Model in ETABS Maximum story drifts 06
  • 8. 2-STOREY PRIVATE VILLA COURSE: Retrofitting of Structures PROJECT LOCATION: Farke(Tirane), Albania STRUCTURAL SYSTEM: Space Frame DESIGN CODE: Eurocodes YEAR: 2019 SOFTWARE USED: Autocad, Revit, Etabs DUTIES: Modeling,Analysis, and Technical details. Architectural front elevation Structural plan 07
  • 9. “Push-over Analysis”. Control displacement, 1000 mm Nonlinear Static Analysis Hinge Response/Frame type:Beam Plastic Hinges – LIFE SAFE Target Displacement 08
  • 10. UNDERDROUND WATER TANK COURSE: Concrete Structure DESIGN CODE: Eurocodes YEAR: 2019 SOFTWARE USED: Autocad,Armcad, Revit, SAP 2000 DUTIES: Modeling,Analysis, Design and Structural drawings. Plan and cross section of water tank. 09
  • 11. The water tank is a four meter deep with pump room about it.It is designed to hold 1800 m3 of water.The structure will be built using reinforced concrete and is supported by slab in the grade. Structural drawings 10
  • 12. EARTHQUAKE ENGINEERING FINAL PROJECT MASTER THESIS: “ Seismic reaction of reinforced concrete structures under the effect of viscous dampers and friction dampers”. ADVISOR: Dr.Agim Seranaj YEAR: Jul 2019 SOFTWARE USED: Autocad,Armcad, Revit, Etabs THE PERPOSE OF THE STUDY : Study of the effectiveness in seismic response of concrete structures of viscous dampers and friction dampers *Optimal positions of these mechanisms is in accordance with the distribution model which maximizes damping of the first mod. *The basic idea is to put every damper in the position where is the greatest relative displacement. 11
  • 13. 0 500 1000 1500 2000 2500 3000 3500 4000 0 -0.019 -0.04 -0.048 -0.054 -0.057 -0.06 Forcanebaze Zhvendosjet Modeli pa shuares Modeli 1.a Modeli 1.b Modeli 2.a Modeli 2.b Structure capacity curve with and without the presence of dampers. Model in the presence of viscous dampers Model in the presence of friction dampers 12
  • 14. 13
  • 15. HYDROPOWER PLANTS TYPOLOGY: Hydropower PROJECT LOCATION: Gramsh(Elbasan), Albania PROJECT TEAM: “AM-RES” sh.p.k YEAR: 2017-2020 SOFTWARE USED: Autocad, Autocad Civil, SAP 2000 DUTIES: Modeling,Drafting drawings, and Technical details. 14
  • 16. Water Tank This small hydropower plant has a capacity of 2 MW, where it uses the waters of the “Holta” river. 15 Hydropower hause
  • 17. HYDROPOWER HOUSE The hydropower house is designed for 3 fransis turbine.The structure will be built using reinforced concrete. The roof will be of metal construction (steel trusses). 16 Structural drawings
  • 19. “DALMATIA” TOWER TYPOLOGY: Tower PROJECT LOCATION: Split,Croatia PROJECT TEAM: D.H Edil Construction YEAR: 03/2020-05/2020 DUTIES: Interpretation of drafting drawings, and technical details. Structural Plan 18
  • 20. This skyscraper,which should be called “DALMATIA”,will have 27 floors in total that reach 115 meters above sea level. 19