PORTFOLIO
Aym anHassan
BSc.CivilEngineering
aym anhsn048@gm ail.com
CONTENTS
1ThesisProject(BSc.) .................................................. 2
1.1 ArchitecturalPart .................................................. 3
1.2 ReinforcedConcretePart .................................................. 4
1.3 FoundationPart .................................................. 7
1.4 TechnologicalPart .................................................. 8
1.5 ProjectManagem entPart .................................................. 9
2CivilStructuralEngineer-Turkey .................................................. 10
2.1Modeling bySAP2000 .................................................. 11
2.2ApplyingLoads .................................................. 12
2.3AnalysisandDesign .................................................. 13
2.4Drawings+Calculationnote .................................................. 14
3CivilEngineer-VEC Contracting .................................................. 16
4Academ icProjects .................................................. 17
4.1Five-StoreyPrecastPrestressed
IndustrialBuilding .................................. 17
4.2FeaAnalysisofaSteelFram e(cantiliver) .................................. 21
4.3StructuralDesignofTim berW arehouse .................................. 26
4.4DesignandAnalysisofaSteelW arehouse ...................... 29
4.5AnalysisandDesignofStripandPilefound.ation ...................... 32
5Achievem ents/Foundings: .................................................. 35
5.1 StandoutArchi .................................................. 35
YVAC2021:YoungVisionaryArchitecture
Com petition2021 .................................................. 36
5.2EngineeringMixture .................................................. 39
5.3Dean’sList .................................................. 40
1
Location:Beirut,Lebanon 1.THESISPROJECT(BSc.)
(33.8308996,35.5516108)
KievNationalUniversityofConstructionandArchitecture(2016-2020)
Characteristics:
-23.2m ×16.7m 12-storeyMonolithicResidentialBuilding
-12floors(2underground) againststaticanddynam icloads
-Totalheight:32.6m (5.6m underground+27m )
ModelingbyRevit
Loads:
Dead-Live-W indX-W indY-Earthquake
Building Codes:
-Eurocode0:EN-1990
-Eurocode1:EN-1991
-Eurocode2:EN-1992
Softwareused:
-Revit+AutoCAD (form odeling+drawings)
-RobotStructuralAnalysis
CalculationNote:intheQR below
2
1.1ArchitecturalPart
3
1.2Reinforced ConcretePart(Slabs,Beam s,Colum ns)
FlatSlab:bottom reinforcem entplanfortypicalfloorsX-XandY-Y FlatSlab:topreinforcem entplanfortypicalfloorsX-X
4
5
Continousbeam sreinforcem entdetails Colum nsreinforcem entdetails
6
1.3Foundation Part(PrecastPile)
Continousbeam sreinforcem entdetails Pilefoundationdetails(Precast)
7
1.4TechnologicalPart:Selectingsuitableandconvenientvehicles,cranes,paths,durationsandpositions
InstallationofPrecastPilefoundationinftothebuildingsite:
8
1.5OrganizingPart(ProjectManagem ent):
Календарный График
9
2.CivilStructuralEngineer-SerdarProje,AnkaraTurkey
DesignofSolarPowerPlantsstructures
Firm Location:Ankara,Turkey Projectslocation:Turkey,Greece,Georgia,Italy,Cyprus
Projectsdesigned:18 Assistant:Om erSerdar&AdenDikici
Num berofpanelsin 1project:2000 -4000 Materialused:Cold-form edSteel
Building codes:TS498(Turkish code)& Eurocodes Dealtwith:Hinges,springs,beam s,colum ns,
Loadsapplied:gravity,live,windX,windY,EQx,EQy, connections,bolts,colum ns,panels,restraints.
EQz,tem perature,snow.
Software:SAP 2000,AutoCAD
10
2.1ModelingbySAP2000 FullmodelingisdonebySAP2000
SAP2000m odelingbasedonseveralfactors Calculatingloadsandassigningsections
11
2.2Applying Loads:
Applyingloads:
Dead,Live,W indX,W ind(-X),W indY,W ind(-Y),Snow,EQx,EQy,T+,T-
12
2.3Analysisand Design:
AnalysisandDesign
coldForm edsteel,connections,bolts,springs
13
2.4 Calculation Note+Drawings:
Drawings
14
Drawings+60-pageCalculationNote
15
3.CivilEngineer-VEC Contracting
SiteEngineer
-Analyzedandinterpretedconstructiondesigns
andspecificationsdesignedinRobot
StructuralAnalysisfora6floorhospitalthatwas
constructedwithlatesttechnologiesandaspects.
Elem ents:
-Ram ps
-Roundedstairs
-14m spans
-Solidslab
-Raftfoundationwithdifferentlevels
-BBS(BarBendingSchedule)preparationand
estim atedthecostofsom epartsoftheproject.
-Ensuredthecom patibilityoftheplanswiththe
siteforsolidslabs,colum ns,raftfoundation,and
beam s.
-Attendedthegroundandundergroundphase.
-Picturesand illustrationscan befound in m y
instagram page:engineeringmixture
orintheQR codebelow:
ModelingbyArch.AliSulaym an
16
4.ACADEMIC PROJECTS
KievNationalUniversityofConstructionandArchitecture(2016-2020)
4.1FIVE STOREYPRECASTPRESTRESSED INDUSTRIALBUILDING:
Subject:DesignofReinforcedConcreteStructures
Professor:YuliyKlim ov
Modeling:TeklaStructures& AutoCAD
Sheets:3
Slabs:HollowcorePrestressedPrecast
Beam s:Prestressed Precast
Colum ns:Precast
Calculation Note:byhand
ModelingbyTEKLA Structures
17
Som edetailsofprecastprestressedhollowcoreslab
18
Som edetailsofprecastprestressedbeam
19
Som edetailsofprecastcolum nsandfootings
20
4.2FEA ANALYSISOFA STEELFRAME CANTILIVER :
LiraSapr
Im plem entedm odernm ethodsforthe
developm entofsteelstructuresbasedonBuilding
Inform ationModeling(BIM):LIRASAPR.Calculated
Mom entforces,ShearForces,andDisplacem ents
intheelem entsofthestructuretoensurethe
safetyagainstdifferenttypesofloads.
Prof:SolodeyI.I.
Departm entofBuildingMechanics
Elem ents:differentsteelsections
Software:LiraSapr2013
To:
-designandm odelusingLiraSaprprogram
-applyloads:dead+live+snow +wind
-FindM,V,andN.
-diplacem entcheck
-changesectionswhereneeded
21
ModelingbyLiraSapr
m odelingandnum bering applyingloads
22
Mom ent(M)
23
Shear(V)
24
Displacem ents
25
4.3STRUCTURALDESIGN OFTIMBER W AREHOUSE
elem entsreplacedwithsteelprofilesinm odelinginTeklaStructures
-17m spantim berwarehouse(LVLtim ber)
designedbasedonEurocode
Prof:AndriiBidakov
Aim :
-Applydifferentloadswithcom binations:
Dead
Live
Snow
W ind
-Considerlim itstates(ULS,SLS)
-Com pressionperpendiculartograin
-Com pressionparalleltograin
-Tensionperpendiculartograin
-Tensionparalleltograin
-Bearingeffects
-Calculatebending,shear,andtorsioninelem ents
-Connectionswithm etalfasteners
ModelingbyTEKLA Structures
26
Connectionsdetails
27
Connectionsdetails
28
4.4DESIGN AND ANALYSISOFA STEELSTRUCTUREW AREHOUSE:
ModelingthroughTEKLA Structuresandanalysis
thoughhandcalculationsaccordingtothe
UkrainianBuildingCodeДБН.
Prof:PetroReznik
Aim :
-Applydifferentloadswithcom binations:
Dead
Live
Snow
W ind
-Bearingeffects
-Calculatebending,shear,andtorsioninelem ents
-Connections
-Boltconnections
-W elding
ModelingbyTEKLA Structures
29
Drawingsdetails
30
Drawingsdetails
31
4.5ANALYSISAND DESIGN OFSTRIP AND PILEFOUNDATION:
AnalysisandDesignofStripfoundation
andPilefoundation.
Prof:O.Pyatkov
-Checkedsoildisplacem entsaccording
tothesuperstructureandsoilloads.
-Calculatedm inim alfoundationareaand
pilecapacityaccordingtothesoilbear-
ingcapacityandtheappliedloads
Building code:DBN
Year:4
Drawingsdetails
32
Footingsdetails
33
Piledetails
34
5ACHIEVEMENTS FOUNDINGS:
5.1STANDOUTARCHILTD (co-founder)
www.standoutarchi.com
35
YOUNG VISIONARYARCHITECTURECOMPETITION 2021 www.standoutarchi.com /yvac2021
36
YVAC2021Prizes YVAC2021Jury
37
YVAC2021Statistics
Ourorganization’sm ission/m otoistobridgegapsbetween
youngtalentsandopportunities.
StandoutArchihassolelylaunchedYoungVisionaryArchitecture
Com petition2021(YVAC2021)andshowedanexponential
successonseveralcriteriasuchas:num berofparticipants,web-
sitevisits,prizes(6internships),collaborationswithtop
firm sandjurym em bers,andm uchm orein2021.
Fullbriefcanbefoundon:www.standoutarchi.com /yvac2021
Participating team s:250+
Countries:30+
Categories:14
TotalCash Prize:9,000 EUR
Collaborations:20+MediapartnersandMagazines
38
EngineeringMixture (Founder)www.engineeringm ixture.com
EngineeringMixtureisaplatform thataim stoeducatecivilengineer-
ingstudentsandleadthem totherightwayofreachingtheirengi-
neeringgoals.
EngineeringMixturestartedasaninstagram page,thenexpanded
andisnow educatingstudentsontheirwebsitebypostingarticles.
Articlescanbefoundon:www.engineeringm ixture.com
Instagram:engineeringm ixture
W ebsite:www.engineeringm ixture.com
39
Dean’sList:
40
THANK YOU