rasmus holst - portfolio
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Portfolio
Rasmus Holst
architectural engineering:Design, parametricism, structure
contact details
Rasmus Holst
Nørre allé 75, 6112100 KBH ØDenmarkemail: rasmuskholst@gmail.com
mobile: +45 25212534
For me Architectural Engineering is to use technical knowl-edge in a creative way to lift the Architectural vision and obtain the best result. All projects contain a huge solution space, satisfying different parameters.
Throughout my education I have aimed at obtaining a thor-ough knowledge within geometry, energy and especially structures. This knowledge I use to construct parametric models by means of scripting/programming.
This way a combined model can be evaluated and simulated in regards to many different parameters simultaneously. By doing so a very multidisciplinary design- and optimization process emerges.
By thinking out of the box and having a creative and diverse approach to engineering I am always trying to challenge the existing methods and solutions to fi nd the right one in the given situation.
I am very passionate about design, architecture and engi-neering. I believe that a combination of passion, motivation and technical skills great projects that can improve the lives around us.
My name is Rasmus Holst and I am an Architectural En-gineer. I was born on the small island, Bornholm at the easterns seas of Denmark. I moved to Copenhagen where I have been living throughout my studies in order to obtain my M.Sc in Architectural Engineering from the Technical Uni-versity of Denmark.
This is my portfolio.
Introduction
Resume
CV
2001 – 2004: Linguistic gymnasium - Bornholm, Denmark
2004 : Carpenter/worker Aarsdale Byggeforretning.
2005 - : Carpenter/worker Holst & Holst ApS. Part/Full time
2006 - 2010: B.Sc. Architectural Engineering at the Technical University of Denmark (DTU). (ref Lotte Bjerregård)
2009 : Internship at Danielsen architecture. CPH
2009 - 2010: On and off employment at Danielsen architecture. (ref. Malin Meyer) 2010 - : M.Sc. Architectural engineering at DTU. (ref. Christian Rønne) 2010 : Assistant teacher at the Technical University of Denmark: - Analysis and Design of Concrete Structures - Urban context & Large scale structures - Analysis and Design of Steel and Wood Structures - Geometric Operations in Plane and Space
2009 : Part of the selected Danish Solar Decathlon team 2010. (Ass. Richard Horden)
2011 : Master of Advanced Architecture – study abroad at UTS. (ref. David Pigram)
- Architectural Design : Computational Environments. - Master Class Design Technologies. (ref. David Pigram & Ezio Blassetti)
2011 : Assistant - supermanouevre Sydney
2012 : Assistant teacher at Technical University of Denmark: - Construction and Building Design - Theory and Practice of Architectural Engineering - CDIO project
2012 - 2013: Master thesis: Think, Script, Build. - Henning Larsen Architects (ref.Jakob Strømann Andersen)
ANDRE AKTIVITETER
Sep. 2010: Konference: Advances in Architectural Geometry 2010 Konferencen arrangeres af førende personer indenfor kompleks geometri og parametrisk design. Derfor tiltrækker den mange dygtige folk fra hele verden til foredrag og workshops. Workshop: Designing panelisations of architectural freeform surfaces using subdivision modeling and optimization
2012: Team DTU - Solar decathlon 2012. Udarbejdelse af parametrisk model og udførelse af geometri. Opførelse og nedtagning af byggeri.
Sep. 2012: Konference: Advances in Architectural Geometry 2012 Workshop: The emergent agent, geometry optimization though agent based interaction using genetic algorithms
skills
BIM AND MODELLING
Revit
ArchiCAD
Maxwell rendering
AutoCAD
Rhino3D
VRay Rendering
3D Studio Max
Google SketchUp
PROGRAMMING SCRIPTING
Matlab
Grasshopper
Rhino.Python
VISUALISATION
Adobe Photoshop
Adobe Illustrator
Adobe IN-Design
Adobe Premier Pro
STRUCTURAL ANALYSIS
Staad.Pro
Autodesk Robot
ABAQUS
ENERGY ANALYSIS
ABAQUS
Ecotect
iDBuild
VICO Office
Bridge connection
Registrering
Rejsen
Når stien brydes, brydes illu-sionen/rejsen. Man bliver hevet ud af sin løbetur og skal til at koncentrere sig om andre omgiv-elser, biler o.s.v.Dette gælder både for de små og store veje.
Vision
Impuls
Uberørte. I den ene ende af løberuten, bliver stien til en græsplæne hvor stien forsvinder og man har mulighed for at danne sin egen rute. i området er der også en bakke hvor der er mu-lighed for at udfordre sin fysik. Bak-ken deler sig i tre veje.
Ved bygndefineremilepæledtu’s spbåde træklatrevæ
Vest
Øst
Trafikretning. Bilerne kommer hovedsafra Lundtoftegårdsvej og kører ind tog videre ud mod Lundtoftevej.
Analyse
Løberuten skal være på løberens primisser. En rejse i etaper, uden for-styrrelsr. Det er vigtigt at man skal kunne kon-centre sig om motionen. Man skal kunne udfor-dre sig selv og det skal være muligt at vælge imellem sværhedsgrader. Broerne bliver en del af løberuten, de fuldender rejsen. Broerne bliver derfor etableret i løbe-stien istedet for at hen-vende sig til fodgængere på Anker engelundsvej.
Hele vejen langs ruten, svinger stien ind og ud imellem træer. på vest siden er terrænet bakket og slin-grende og på øst siden, er stien mere et lige stræk, dog stadig slingrende. Dette gør at ruten bliver mere over-skuelig. Løber man på en helt lige sti, vil den synes meget lang, da man kigger ud i uendelighederne. Vi holder derfor fast i at have en sti med et spændende for-løb, en sti i bevægelse.
Da DTU i sin tid blev anlangt var en af de vigtigste koncepter, at Dyre-havens grønne, vilde natur skulle kræse sig op til DTU og skabe en grøn skovklædt “slette”. mange steder på ruten bliver den grønne smukke natur brudt af larm fra biler, synet af kon-tainere og andre fabriks embalager. Ved at skabe tættere beplantning, af-skærmes der fra omgivelserne, og lø-beren kan koncentrere sig om sin løb-etur.
Ildfluer Delfin
Impulser - Januar 2008, B
Snoet planteFibre
Anders Biehl s& Victor Aalund
Bridge connectionTwo pedestrian bridges are designed in connection with the running track at the Danish Technical University.
As part of the project, one of the two bridges is precisely calculated and dimensioned in the context of the overall project.
When you are running, the heart beats rapidly and you feel the pulse of your body. Pulse has two different meanings - in mechanical physics, impulse is related to the speed and mass of an object, in electronics it refers to a short term discharging of voltage.
This is the basis of this project.
2007
Belægning
Langs stien skifter belængningen mange gange karakter. Belægningen veksler mellem sand/grus, jord(skovbund), fils og græs. Dette gør, at stien løber gennem forskellige faser, man kan re-latere til hvor langt man er på ruten. Vekslende belægning kan også få sværhedsgraden til at variere.
Grus Skovbund Rough Skovbund Flis Græs
ning 101 er løbestiens start et. Dette ses undervejs ved ene. Derudover virker 101 som portscentrum. Her findes der æningscenter, sportshaller og æg.
Afskærmning
Vest Øst
agligt il DTU
Ved nord siden af stien er ter-
rænet utrolig utæmmet. En del af ruten, skal blive i illusionen. En del af det vilde.
Østen broen skal være DTU’s port. det er her folk kommer ind. Og derfor skal området/broen virke tillokkende og mod-tagende. Her er terrænet meget mere tæmmet. Her føler man opløbet. Lige stræk. Målstreg. Slutter ved badet.
Kontainere, industri embalage og biler præger synet mens man løber på stien. Man mister koncentrationen og kommer til at fokusere på omkring liggende ting og bevægelser.
2 stibroer i forbindelse med running track, Anker EngelundsvejByens rum og den store konstruktion
I mekanisk fysik, betyder Impuls en størrelse relateret til hastigheden og massen af et objekt
Impuls kan også betyde, et kortvarigt strøm- eller spændingsudsving (elektricitet)
Impuls vil tilføre ruten en helhed, fart og identitet
Siv
062481, Miriam Ann Hellmann s062483, Rasmus Holst s061860 d-Olsen s062460
Øst
1:500
Vest
Snit & Plan
1:2000
Øst
Vest
Landskabssnit
1:200
1:200
Broer
ØstPå billederne ses østbroen, proten til DTU. Impulserne slanger sig Broen er 49 meter lang og brobanen varierer i bredden fra 2,5 mete
vestBroen fortsætter ud fra det bakkede terræn over på den anden side af Anker Engelundsvej. koncentration omkring sit løb. Broen er 78.8 meter lang og varierer lige som østbroen fra 2,der et spændende forløb over broen.
Situationsbilleder
Rundt på ruten vil der blive opsat Lygter. Disse vil oplyse stien om aftenen, således vil løberen på alle tider af døgnet kunne se stien og løbe sig en tur.
Løberute
Vandpost
Som tidligere nævnt kan man på denne etape udfordre sig selv og sin motorik. I dette område vil der være forskellige slags motionsredskaber. Dette ses både i form af stænger man kan hænge sig i, bomme man kan gå på line på, eller hoppe over, i det hele taget naturpræget udfordringer som tager udgangspunkt i en militær forhindringsbane. Alle disse redskaber vil være udført i overensstemmelse med impulsernes bevægelse. Stien vil nogle steder dele sig i to, så man kan vælge om man vil løbe forbi forhindringerne, eller man har lyst til at udfordre sog selv. Redskaberne danner tilsammen en slags udendørs træningscenter.
Adventure
Opløbet
Parken
Rough’enI dette område er terrænet i forvejen utrolig bakket og snoet. Dette har vi valgt at udnytte. Løberen kan i på denne etape udfordre sit løb. Etapen starter efter man har haft mulighed for at styrketræne sin krop. På nuværende tidspunkt bliver rough’en brudt af ANker Engelundsvej, da løberen ikke skal miste koncenttrationen omkring sit løb, har vi valgt at vest broen skal indgå i etapen. Broen virker i sig selv som en bakket sti i skoven. Broen følger naturens kurver.
her starter løberuten, man klæder om i bygning 101 og starter sin løberute. Stien er stortset lige uden forhindringer. Efter man er blevet varmet op, når man til etape-Adventure, her kan man så begynde at udfordre sig selv og virkelig træne sin krop. Når man er ved at have løbet hele ruten, kommer man tilbage til opløbet, man løber forbi kampsax og villum kann kollegiet, her kan folk stå og se en løbe i mål. Målstregen nås når man kommer over øst broen, DTU’s port. Her er anbragt plateauer i niveauer hvor man kan strække ud før man begiver sig op i træningscentret eller ned i bad. Plateauerne kan også bruges som tribuner og tilskuepladser ved evt. arrangementer.
På den sidste etape når løberen til en kæmpe græsplæne hvor man nu igen har mulighed for at enten udfordre sig selv, eller tage et lille hvil. Der vil være indhak og plateauer i den store bakke der afgrænser området fra vejen, Her er der mulighed for at tage en tår vand af en af vand-posterne der står rundt på ruten, eller sætte sig ned. Der vil også være bænke (impuler der kommer op af jorden) hvorpå man også kan tage sig en lille pause. Ellers er bakken i sig selv en forhindring. Allerede på nuværende tilspunkt har man mulighed for at løbe op ad flere forskellige stier, med forskellig hældning.
Belysning
Belægning
Etaper
Der hvor ruten brydes af vejen, skal stien være tegnet op, således at løberen ikke mister illusionen om sin rejse.
Omlæggelse af løberuten
For at de forskellige etapers karakter bliver understreget,vil der være forskellig slags belægning på de fire etaper. Dette vil være sand, naturlig flis, græs og i de områder der er mudret, vil der blive lagt rubber mulch, som er et plastik underlag, formet som flis. På-broerne, vil der være playtiels som belægning.
Bliver man tørstig undervejs og har glemt sin drikkeflaske, vil ruten være forsynet med vandposter således at man aldrig løber tør for vand.
Afskærmning
For at undgå at biler, og anden form for støj og afledning skal for-styrre løberen plantes der tættere beplantning. Dette vil ske både i form af buske og træer. På denne måde vil løberuten få en mere skov agtig fornemmelse som vil appelere mere til dyrehaven. Den grønne slette som Edith og Ole Nørgaard i sin tid ville opnå, vil være under-streget. Løberuten vil blive mere attraktiv og folk vil løbe på stien i stedet for fortorvet ude ved vejen.
Tidsmåler
Ved bygning 101 vil der være opstillet et maskine hvor løberen kan
Playtiles
PlateauerVores vision med ‘målområdet’ er at placere nogle plateauer som man kan bruge til at få et lille hvil efter en hård træning. De er også beregnet til at man enten kan varme op eller strække ud et ordentlig sted. Plateauerne kan ved evtuelle arrangementer bruges som tilskuerpladser
1:100
Vest
Øst
langs gelænderet og fortætter et stykke ind i skoven. er til 4,5 meter.
Impulser bevægersig over brobanen og fastholder derved løberens illusion, ,5 meter til 4,5 meter. På denne måde, i fællesskab md impulserne, skabes
Konstruktion
Detalje 2 - snit i bakke
Udbøjning med jævn fordelt last over hele brobanen
Udbøjning med jævn fordelt last
Udbøjning med jævn fordelt last over halvdenen af brobanen Tryk og træk kræfter
Spændinger
Udbøjning med jævn fordelt last over hele brobanen men UDEN de skrå afstivere
Optimering af stabilitsevnen
For at opnå de mindst mulige profiler til kassedragerne, beregnes det samlede inertimoment for systemet, når brobanen styrkes med to skrå stålplader. Der opnås tynde profiler til kassedragerne så en svejsning blliver mulig.
.
De største spændinger fremkommer ved lasttilfælde 1 med lastkombination q1. I dette tilfælde bliver max spændingen ca. 220 MPa < 314 MPa og overstiger altså ikke flydespændingen.
Max udbøjning: 58,7mm
Max udbøjning: 65mm
Max udbøjning: 107mm
Ved dette lasttilfælde fås den største udbøjning. Den størt tilladelige udbøjning er 66mm. Dette lasttilfælde er altså dimensionerende for profilerne
Udfra dette ses det hvordan tryk og træk fungerer for det mest kritiske tilfælde.
Reaktioner
Staad.Pro beregning af øst bro
Overslagsberegning af vest bro
Dette inertimonet er utrolig stort, dette skyldes bl.a., at systemet der her er beregnet er simplificeret, og en række faktorer der kunne nedsætte udbøjningen, indgår derfor ikke. Det gælder f.eks. det planlagte gelænder, som tænkes at udgøre en del af konstruktionen. Virkningen af dette kan ses af beregningerne på Østbroen. Desuden tages der i disse beregninger ikke højde for at hoved-dragerne er forbundet af tværbjælker der bidrager til stivheden.
Modstandsmomentet
Udbøjning og inertimoment
Der er fundet nogle profiler der kan klare det moment, systemet vil blive påvirket af, dog er udbøjningen for stor. Ved at finde inertimonetet, vil det optimale profil kunne findes.
Detalje 1 - snit i bro
Profil størrelser
Det ses hvor stor forskel det gør, at stålprofilerne bruges som et led i det statiske system. Udbøjningen reduceres med 54.9% ved brug af stålprofilerne
Cultural centercopenhagen
Cultural centreA cultural centre placed in the heart of a beautiful nature reservation in the middle of Copenhagen. A fl at marshland with a magnifi cent water view.
A unique location which requires blending with the surround-ings. In this case, we did not go for the obvious - to fi t with nature, go organic shape. Instead we looked at how the area allready seemed to box up and hide it self i straight segments when looking from the distance. When one then starts to look between the rushes, the smaller organic shapes turns up.
Therefore the concept of organic in a box. This project shows and practices how an architectural project also in-volves structural, acoustic, indoor-climate and sustainability concerns.A video animation of the project is also available at youtube.
2008
Internshipdanielsen architecture
Internship - Danielsen Architecture
An internship is always a great way to gain experience and see how a fi rm works from the inside. To see the processes, challenges, deadlines in action and be part of it, is invalu-able.
As an intern a the Copenhagen based architecture fi rm Dan-ielsen Architecture. I worked in different groups within the company - the competion group, where projects where de-veloped and in the project design group.
Parallel to the work in the fi rm, I did a special report on sustainability, using a company project as case.
Following the internship in 2009 I have been working on and off for Danielsen Architecture.
The work in the project design group, meant mostly docu-mentation in Archicad.
2009
RUM
ERHVERV
BOLIG
NATUR
ZONER FORBINDELSER
±0,000
Åbning i bygning+3,500+2,000
+24,500
+27,500
+24,000
+20,500
+17,000
+13,500
+10,000
+6,500+7,000
+14,000
+10,500
+17,500
+21,000
+2,000 +2,000
+18,500
+2,000 +2,000±0,000
+2,000
Parkering under bolig
+0,700Gående indgang
-2,100
+2,000
+31,000
+7,000
+14,000
+10,500
+17,500
+2,
BMW645Ci
Internship - danielsen architecture
Sustainability
Sustainability
How do we utilize sustainable energy sources as part of our life and in the buildings we live in?
The most important thing is to be as sure as possible of the effects our efforts will cause. Alternative, green tech-nologies are rarely inexpensive to install and maintain, so therefore we have to simulate and compare all our options.
Some solutions might be very suited in one project, but not in the one next door. Setup of correct scenarios and simula-tions are key aspects if want to keep aiming for sustainable projects, and making it economical interesting for investors and etc.
2009
SUSTAINABLE ARCHITECTURE
RASM
US H
OLS
T - S
0618
60
En rapport om arkitektens rolle indenfor den bæredytige udvikling. Hvilke muligheder er der for bæredygtigheds tiltag? Hvordan indarbejdes bære-dygtigheden tidligt i design processen?
Bæredygtig arkitektur. Specialemne rapport om muligheder og værktøjer.
JORD VAND
SOLVIND
Type 1Orientering -100.0°Energiforbrug per år: 49 kWh/m2
Energiklasse 1Areal: 25,4 m2
Ene
ergiforbrug
Emergency shelter
Emergency shelter
In a world where millions of people are affected by natural disasters each year, the need for emergency aid will be per-sistent.
This project is a redesign proposal for the original shelter. People live in these tents for long periods of time, and there for they need to be able to do more. They need to become a home.
“Familien fl yttede ind i et midlertidigt nødhjælpstelt - dette faldt dog sammen”
nød-hjælp
samlesæt
modul
vægt
logistik
emballage
størrelse
brugs-periodelæ
ly
skygge
sne
hede
funktion
bolig
klinik
Aero-dynamikisolering
sove
aflåsetørre tøj
madz
@ A yx yxyxyxKATASTROFE NØDHJÆLP TAG OVER HOVEDET HJEM SAMFUND
design
konstruk-tion
logistikFunktion
Forsl
ag 1
Forsl
ag 2
Forslag 3
5 6
9 10
Kassen leveres Kassen åbnes - elementer pakkes ud
Stængerne monteres i bundp-laderne og samles i toppen.
Dugen monteres fra 1 til 7. Stykker mellem 7-8-1 er slappe.
11111111111111111111111111111111111111
222222233333333333333333
4444444444444444444444444444444444444444444444444444444444444444444444
56 7
8
Færdig top med overdækning. Krans med vægt holder membran nede. Åbnes vha. indvendig snor og trisse. Ved kraftig vind, spændes udvendige kabler.
Emergency shelter handbook
7 8
11
Top og bund sættes sammen Rammen samles
Topstykke samles med bolt gennem de tre plade styk-ker. Bolt og møtrik har påsvejst ringelement.Membran i topstykke er ikke vist for overblik.
Kabler i dug fastgøres med karabinhager. Kabel til punkt 8 spændes.
Ved at spænde kabel mellem top og punkt 8 rejses teltet. Dette gøres vha. skralde-strop system.
Bachelor project
digital architectureVertical zoo - Buenos Aires
Digital Architecture
This is the fi nal project of my bachelors degree. The overall theme is digital architecture. The thesis is that to get the most out of the digital tools, we need to have a genuine understanding of geometry and the math behind.
The project consists of three parallel processes. Geometry and algorithmic modelling is explored and at the end utilized in a specifi c design case.
The design case is a competition proposal for a vertical zoo to be build in Buenos Aires. Parallel to researching the geometrical theory and the algorithmic methods, the com-petition is treated as normally, with registrations, concept development etc. to set up how to use the two other pro-cesses in the best way.
The geometrical theory is not presented in this portfolio.
Link: http://issuu.com/RasmusHolst
2009
CASEZOO
B
C
A
A
B
C
!ALGORITHMIC MODELLING
GEOMETRIC KNOWLEDGE
DESIGN CASE
Bachelor project
Algorithmic modelling
Algorithmic modelling One part of the project, is the investigation of algorithmic modelling.
On this page some of the investigations are shown. The greatest advantage is for the designer is to be able to cre-ate very accurate outputs, designed for particular situa-tions. Particularly in fi nding solutions to a design idea that takes many iterations - too many to be able to do manually.
From the top left: - Simple construction elements of double curved surface. - Optimal column solution between to irregular free-form surfaces.- Systematical random generations.- Solar responsive facade design.- Mathematical surfaces.
Bachelors ProjectAlgoritmic modelling
Structural Analysis example
Structural analysisThrough the control of the parametric model, here it is shown how adding extra layers to the defi ntion can give the designer enhanced overview and help optimize the design.
In this simple example the model allows me to discover how stresses are distributed and fi gure out which elements that needs to be have an increased cross section.
These kind of discoveries can help the iterative design pro-cess between architect and structural engineer on its way.
The illustrations at the top shows parts of the defi nition (script) and the pictures on the right shows the analysis of the model and the strucure. Green marked elements in the second fi gure shows elements that reaches max yield stresses, with their current cross section properties.
au
mul
360 vie
LEVEL 5 LEVEL 6 LEVEL 7
LEVEL 8 LEVEL 9 LEVEL 10
LEVEL 11
uditorium
observation
abe
myresluger
koala
orangutanleopard
panda
observation
lti use salon
café
souvenir
fugle
ew terasse
be
uger
LEVEL 0 LEVEL 0.1 LEVEL 1
LEVEL 2 LEVEL 3 LEVEL 4
Opbevaring
tapir
krokodille
tiger
hyene
Indgang
bæltedyr
lemur surikat
Administration & medarbejder lokaler
terasse & opholdterasse & ophold
tapir
se & ophold
ik tlemur
component design
Concrete comfortTo generate realizable and clever designs, a knowledge of the processes present in the manufacturing, maintaining and use of building components are essential.
This is about the whole process of creating a sustainable urban lightning furniture in concrete. The aim for the project is a 1:1 prototype of the actual design case.
The optimal production methods for the design was not available in the project, but we did not comprise our main aim, to create concrete comfort.
CONCEPT
LIGHT EXPERIMENTS
CONCEPT
PROTOTYPE
Fig. 16. - CNC cutting machineFig 15. Polystyren block before CNC moulding Fig. 17. Polystyrene moulding mould-ing form.
Fig.19. Moulding form. Xray shows the different curvatures for support edges.
Fig 18. Polystyrene ready moulding form - xray.
Fig 20. Casting form the top of the moulding form.
Fig 23.Support - connection 1. Simple
Fig 24. Connection
PRODUCTION
solar decathlon ´10
Solar decathlon 2010Each year the U.S. Department of Energy Solar Decathlon challenges 20 collegiate teams to design, build, and oper-ate solar-powered houses that are cost-effective, energy-effi cient, and attractive. The winner of the competition is the team that best blends afford ability, consumer appeal, and design excellence with optimal energy production and maximum effi ciency.
A selected team from DTU were asked to develop a pro-posal for to compete in the solar decathlon.
Under the guidance of Richard Horden, we created a project that was highly energy effi cient while giving reference to the virtues of older Danish modernist architects.
parametric modelling and digital crafting
In the realm of architectural geometry many disciplines are present. In this interdisciplinary fi eld, different aspects and demands come together. Architects, engineers, mathemati-cians and computer scientist all have different ways of look-ing at the fi eld, but they share the same need of control ,to be able to test their ideas and visions for further progress.
This project looks into the need for build-ability that espe-cially engineers and architects have. It shows how far the limits can be pushed in order to obtain and build almost any shape using digital methods.
The digital methods for the modelling phase as well as in the production phase are introduced - hence the title “Para-metric modelling and digital fabrication”.
Parametric modelling is essential to be able to see how different design choices will affect the project and give the designer the needed control, even when dealing with com-plex geometries.
Digital fabrication is the future and the arrival of new possi-bilities and less limitations. All ready today, many production processes are automated, but most have certain restric-tions of shape. So to keep a healthy project economy, this needs to be considered in the design phase. But as the new methods as; laser-cutting, CNC milling, 3D printing etc. become more feasible, these restrictions seem to slowly vanish.
This project focus on a architectural geometry design case in order to go through the three digital fabrication methods:
- Laser cutting - CNC milling - 3D printing
and looks at the different demands and possibilities that follows
2010
freeform
surfaces
exact
shape
approx-
shape
full spatial
shape
elements
paneliza-
tionregular
tangent-
planes
irregular
random
control
generating
points
tangent
planes
positive
curvature
negative
curvature
changing
curvature
freeform
single
curvature
double
curvature
connec-
tions
generating
points
tangent
planes
positive
curvature
negative
curvature
changing
curvature
freeform
single
curvature
double
curvature
connec-
tions
1 2 3 4 5 6
Advanced building design
LM Project - Copenhagen
The LM Project is an architectural competition that concerns the design of a new multi-use offi ce building complex con-necting Marmormolen pier and Langelinie pier. The complex project is meant to be the entrance gate to Copenhagen and act as a trademark for the city.
This project takes the Steven Holl competition project as its starting point and focus on the Langelinie-Tower.
As part of the 6 man team with different areas of expertise, I was the architect to combine the different expertises to obtain the best results in the realized documentation of the project
Core
q w
E
Technicalroom Elevator Elevator Elevator
Elevator Elevator Elevator
Kitchen +Lounge area
Meeting room
Open office
Office level 0.0
Office level0.300
Open office
Office
Office level 0.0
Office
Printer/copy room
Terasse
Café/Lounge areaSea view area
Kitchen café
Retail store
Retail store
Retail store
Retail storeMain entrancePedestrian
Main entrancePublic transport Overall reception
Information/lobby
Entrance/exit Entrance/exit
Entrance/exit
Entrance/exit
Entrance/exit
Core
q w
E
Technicalroom
Elevator Elevator Elevator
Elevator Elevator Elevator
Open officeAll same level 0
Kitchen +Lounge area
Open officeAll same level 0
Kitchen +Lounge area
Office
Office
Meeting room
Open spaceCopy/print
Open spaceCopy/print
Terasse
Terasse
Core
q w
E
Technicalroom Elevator Elevator Elevator
Elevator Elevator Elevator
Café/Lounge areaSea view area
Terasse entrance/exit
Terasse
Auditorium
RetailSmaller shops +food/coffee stands
Core
q w
E
Technicalroom
Elevator Elevator Elevator
Elevator Elevator Elevator
Bridge Entrance/Exit
Small elevation to bridge deck slab
Presenter room
Architectural Design: Computational Environments
UTS - Master of Advanced Architecture.
This studio critically explores the impact of newly forming in-formatic territories and their relationship to the conceptuali-sation and development of architectural design. These infor-matic territories encompass a wide defi nition of integrated information systems from multiple disciplines and may in-clude exploration of responsive or intelligent environments, robotics, intelligent building information modelling (BIM) sys-tems, parametric systems, generative systems, advanced structural modelling systems, genetic algorithms, evolution-ary structural optimisation and design environments, etc.
The project aim is to re-master a unique piece of architec-ture from the great architects of the last century. In this case we where handed Mill Owners Ass. Building in India, Le Corbusier to challenge.
We chose to try and beat the Corbusier on the organisa-tional strategy to a strategy more fi tting for today. Through opened networks and collaboration between borders.
Concept development and programming are run in parallel processes until they melt together to from the fi nal project.
2011
path
path
path
interspace
interspace
room
room
room
space
place
place
CORRIDOR
CORRIDOR
DISCRETE SPACES
ENFILADE
PATH
PATH
[+]
[+]
[+]
[-][-]
[-]
[+]
[+]
[+]
solar decathlon ´12
fold
Solar decathlon 2012Each year the U.S. Department of Energy Solar Decathlon challenges 20 collegiate teams to design, build, and oper-ate solar-powered houses that are cost-effective, energy-ef-fi cient, and attractive. This year the DTU team was selected amongst fi nal 10 to build and compete in Madrid
After returning from my stay in Sydney, Australia, the pro-ject had been going on for a while and I was asked to look at the geometry and buildability of the Fold project.
The architectural vision of the Fold project was to fold a regular rectangle into the building envelope. There are pa-rameters that needs to be fulfi lled, amongst these are:- Adjustable folded geometry- Maximum area of the roof with 20 degrees south slant- Usable heights within the house- Construction site envelope
The script was set up to relate to all of these parameters, quickly generate a correct geometry and output results.
Superlight VoronoiSuperlight structures
Superligth VoronoiSuperlight structures is the initiative to use the principles of superlight concrete by Prof. Kristian Hertz (DTU).
This project is an example of architectural engineering from beginning to end. The superlight principle resembles very much the skin and bone structures known from our body and in nature.
We looked at the special cell structures found many places in nature. This cellular pattern is interesting when thinking of optimal structures. Looking into this using mathematical theory of Voronoi, we created a parametric model.
This model was connected with structural analysis software ROBOT and optimal confi gurations in relation to stress tra-jectories were tried out.
The theory, inspiration and scripting where combined in a design case - House in Gêres, by Correia/Ragazzi Archi-tects. The reason for choosing this particular project, was the huge cantilever structure, which gives a big challenge in architecture.
Eventually using the superlight concrete principle, which combines strong concrete where necessary and lightweight concrete elsewhere, the building ended up weighing less than half of the original while changing the expression com-pletely. The production and erection method is proposed.
This method turned out to be very useful, and the combina-tion of ideas, parametric modelling and engineering analysis software will be suitable for all kinds of projects.
2012
s
a cell
org
math
voron
nature
structure
force distribution
anic
noi
skin/bone
optimized system
STRUCTURAL ANALYSIS OF SIMPLE MODEL
SIMPLIFICATION OF MAIN STRESS TRAJECTORIES
Virtural construction-From a management perspective
Tuborg Sundpark - case.The virtual construction process is about building and using BIM models to setup and create 5D models for time sched-uling and cost estimates.
BIM stands for Building Information Modelling - which basi-cally means that we model geometry containing the needed information. In this process clash-detection and validaition is possibel and very necesarry to obtain great buildability and setup cost and design alternatives.
If setup correctly, these models will be very useful in the planning and management process. Location based sched-uling means to set different zones on a construction site, so that subcontractors can work in different places at the same time. This leads to Flowline chart, which gives a very easy-to--understand plan of the whole construction for all parties.
3D model - BIM
Classificationsystem
Price data Labour data
VICO Office
Structural model
Project price Project plan
Energi model- other analysis models
• Overview
• Project setup
• 3D model - ArchiCAD
• Visual validation
Link
• 5D model - VICO offi ce
• Cost estimate
• Time estimate - LBS
Alternative 1 Alternative 2
CLASH DETECTION LOCATION BASED SCHEDULING
ArchiNice Flowline view Tuborg Sundpark - ArchiNiceResponsible person: version 25-4-2012 15:19 Planner:
2012 Mar
13 Apr 14 15 16 17 18
May 19 20 21 22
Jun 23 24 25 26
Jul 27 28 29 30 31
Aug 32 33 34 35
Sep 36 37 38 39
Oct 40 41 42 43 44
Nov 45 46 47 48
Dec 49 50 51 52 1
2013 Jan
2 3 4 5 Feb 6 7 8 9
Mar 10 11 12 13
A1
2 3 4 5
Interior
Structure
East
West
Fourth floor
Third floor
Second floor
First floor
Fourth floor
Third floor
Second floor
First floor
Ground
Basement@4
Fourth floor
Third floor
Second floor
First floor
Ground
Basement@4
East@4
West@4
East@4
West@4
East@4
West@4
East@4
App 1App 2App 1App 2App 1App 2App 1App 2App 1App 2
Basement
App 1App 2App 1App 2App 1App 2App 1App 2App 1App 2
Basement
East
West
East
West
East
West
East
E
1
11
1ROOF-E 1
ROOF-W
1
NG
S,EL
EVAT
OR
S)-E
1
ELEV
ATO
RS)
-W
1
S(B
ALCO
NYDO
ORS
)-E
1
LCO
NYDO
ORS
)-W
1
ONI
ES(R
AILI
NGS)
-E
1
AILI
NGS)
-W
1
-E
1
1
INDO
OR
WAL
LS- E
1
INDO
OR
WAL
LS- W
1
PAINTING(APP.)-E
2
PAINTING (APP.)-W
2
BATHROOMS-E
1
BATHROOMS-W
1
FLOORS AND CEILINGS- E
1
FLOORS AND CEILINGS- W
1
KITC
HEN,
WAR
DRO
BES-
E
1
KITC
HEN,
WAR
DROB
ES-W
1
INNE
RDO
ORS
-E
1
INNE
RDO
ORS
-W
1
LAND
SCAP
ING
1
PAIN
TING
(STA
IRS)
-E
1
PAIN
TING
(STA
IRS)
- W
1
1
Proj
ect s
tart
Proj
ect e
nd
Mile
ston
e: O
rder
con
cret
e
Mile
ston
e: O
rder
win
dow
s
Total price 32.557.880,41 dkr.
1 Substructure 817.888 kr.
2 Superstructure 14.073.269 kr.
3 Finishes 9.297.149 kr.
4 Fittings 1.161.918 kr.
5 Mechanical & electrical 6.556.278 kr.
6 Site 126.377 kr.
7 Salaries 525.000 kr.
COST CALCULATION
FLOWLINE CHART
RESSOURCE CHART
CONSTRUCTION SITE
Think, script, build-MASTER THESIS 2012/2013
Think, script, build.
Architectural engineering through parametric modelling of intelligent systems in architecture.
This is a project about programming of intelligent systems by implementing information of physical behaviour, material-properties and connection design regarding advanced ar-chitectural projects.
The motivation and inspiration for this project are the smooth shapes that come from bending and deforming simple elements. Furthermore, the fact that these shapes come from the very nature of minimizing internal potential energy, makes this approach very interesting in terms of both architecture and engineering.
2012/13
ID[120284]
ID[74950]
ID[11238]
ID[2221100]
ID[000122]ID[012401]
ID[3521]
ID[0284201]
ID[0284201]
I
ID[0284201]
ID[461203]
ID[012401]
ID[0124]
ID[751339]
ID[212910]
ID[212910]
ID[461203]
ID[8171102]
ID[3811264]ID[12
ID[01024]
ID[461203]
Fig. 1 New main office - Birdview. Henning Larsen Architects ©
01 - EUROPEAN PATENT OFFICE
02 - STRUCTURAL ANALYSIS. FREEFORM TRUSS
03 - SIMPLE ADVANCED STRUCTURES
404 - PARAMETRIC INVESTIGATIONS
12
3
Z
N
05 - CASE STUDY. JUKBUIN PAVILLION
κκmax max = (fffff(f(f(ff(f(f(f(f(fffffff(fff(f(f(ffffffffffffffffff( y ff / //////////////////////// (((((((((((((((((((((((((((((((((((((((((-z-z-zz-zz-z-z-z-z-z-z-zz-z-z-z-zzzz-zz-z-z-zz-z---zz-----z--z--zzzzzzzz∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙E∙EE∙EEE∙E∙EE∙EE∙E∙EEEEE(((((((((((((((( )))))))))))))))))))))))))))))))EEEEEEEEEEEEEEEEEEEEEEEEE ))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))κ = 11//((rr))
A geometrical regular GRID can be created of triangles, squares and hexagons.Controls: type, side length, rotation, boundary.
SIMULATION of member behaviour, through dy-namic relaxation with Kangaroo. Controls: Anchor points, controlpoints, properties, internal and external forces.
EVALUTION of the curvature of the curves. Section and material properties determine the allowed curvature and evaluates the actual max. curvature in each element. Controls: Cross section, material strength.
PREPARATION of geometry for FEM analysis by dividing splines into straight elements and fi nding normals of each part element. These normals, are also used for creating solid geometry in Rhino. Controls: Geodesic curves or Kangaroo output.
STRUCTURE. Sweep of cross-sections along the element curves with the correct rotation, corre-sponding to the normals at the given points. Here also the different sets of elements are offset to the correct layer.
BENDING stresses from the initial bending M0 is calculated in the centre of each part element. This can then be super-positioned with moment from external loads.
FINITE ELEMENT ANALYSIS are carried out using plugin analysis software Karamba3d. Section and element properties follows settings earlier in the script. Support, materials, loads and combinations are setup and analysis are carried out.
1
4
5
6
7
2
3
4
5
6
7
GR
IDSI
MU
EVAL
PREP
STR
UBE
ND
FEM
.A
Mz
My
M = -EI/rEM
06- NORDEA BANK ØRESTAD
WOOD STRUCTURE
Length 7014,55 m
Volume 34,7 m3
Density 600 kg/m3
Total weight 20820 kg
Lifetime ... years
Cost ... Dkr
GLASS STRUCTURE
Area 1117,5 m
Total weight ...kg
Lifetime ... years
Cost ... Dkr
SOLAR CELLS
Area 270 m2
Energy gain 29349 kWh/y
Lifetime ... years
Cost ... Dkr
Payback time ... years
07- PAVILLION PROTOTYPE
mAKING SPACES-PAVILLION, koNGENS HAVE, cph
Making spacesCompetetion proposal.
This pavillion is considered as a great opportunity to ex-periement with wood as a material in a combination of digi-tal formfi nding and simple fabrication.
It is a project about a practical approach to parametric de-sign, with design, material and fabrication as equal param-eters.
The inspiration for the project is the way that we intereact and position us self amongst each other.
2012/13
HAVE, cphHAVE, cph
great opportunity to ex-in a combination of digi-on.
roach to parametric de-rication as equal param-
e way that we intereact other.
PRACTICAL \\
PARAMETRICISM
GEOMETRI //DIAGRAMGEOMETRI //DIAGRAM
FORM
PUNKTER
VORONOI
PUNKTER
CELLER
SNIT AA 1:50
PLAN 1:50
3,0m
A A
OPSTALT 1:507,0m
Recommendations
architectural engineering:Design, parametricism, structure
Portfolio - Rasmus Holst
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