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EXTREMES II IKMAL IKRAM ARIFFIN LEVEL 9
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EXTREMES II

IKMAL IKRAM ARIFFINLEVEL 9

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EXTREMES II

FLUID DYNAMICSTOPIC:

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EXTREMES II

FLUID DYNAMICSChosen Field - Non Newtonian Fluids

A non-Newtonian fl uid is a fl uid whose fl ow proper� es are not described by a single constant value of viscosity.

Oobleck, a non-newtonian fl uid made with cornstarch and water

Many polymer solu� ons and molten polymers are non-Newtonian fl uids, as are many commonly found substances such as ketchup, starch suspensions, paint, blood and shampoo. In a Newtonian fl uid, the rela� on between the shear stress and the strain rate is linear (and if one were to plot this rela� onship, it would pass through the origin), the constant of propor� onality being the coeffi cient of viscosity.

Weight in Non Newtonian Fluid

Oobleck Simple terms : A non-Newtonian fl uid is a solid in liquid form

Viscosity is a measure of a fl uid’s resistance to fl ow. It describes the internal fric� on of a moving fl uid. A fl uidwith large viscosity resists mo� on because its molecular makeup gives it a lot of internal fric� on. A fl uid with low viscosity fl ows easily because its molecular makeup results in very li� le fric� on when it is in mo� on.

Viscosity Flow.

NON NEWTONIAN FLUID

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EXTREMES IIEXTREME II

IKMAL IKRAM ARIFFINS3077092 SIALOOBLECK EXPERIMENTATION

OOBLECK

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EXTREMES II

PRELIMINARYTOPIC:

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EXTREMES II ISLAMIC PATTERNS

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EXTREMES IIEXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

p yTo create the change of state. To express a � uidity of form. Rigid

MULTIPLE GEOMETRY FOUND IN SINGLE PATTERN

GEOMETRY

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EXTREMES II

PRELIMINARY

FREI OTTO

GEOMETRY

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EXTREMES II

MODEL MAKINGTOPIC:

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EXTREMES II

EXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

Experimenta� ons - Explora� ons - Research - MODELS

MODELS

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EXTREMES II

EXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

Experimenta� ons - Explora� ons - Research - MODELS

MODELS

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EXTREMES II

COMPONENTSTOPIC:

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EXTREMES II

aPERIODIC

COMPONENT BASED STRUCTURE

COMPONENT

FOR MASS DUPLICATIONTHE PERIODIC GRID

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EXTREMES II COMPONENT

REPETITION OF COMPONENTS - PERIODIC OR aPERIODIC

REPETITION TO PROMOTE A 3-DIMENSIONAL APPROACH - A 3-DIMENSIONAL WORK SPACE

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EXTREMES II

RESEARCHTOPIC:

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EXTREMES II RESEARCH

ARCHIGRAM

PAUL MAYMONT VERTICAL CITY , PARIS

DYMAXION HOUSE

CABLE CITY , TAKIS ZENETOS

ROBERT LE RICOLAIS, STRUCTURAL MODEL

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EXTREMES II

MASSING PROPOSALTOPIC:

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EXTREMES II MASSING

PUBLIC SPACE

RETAIL

COMMERCIAL

HOTEL

RESIDENTIAL

OFFICE

PROGRAM FLOOR AREA (m2) FLOOR HEIGHT (m2) NO. OF FLOORS

AXONOMETRICFRONT ELEVATION

TOP

15000

5000

9048

9048

10867.6

4

4

3.5

3.5

3.5

2

2

20

20

24

FLOOR DIAMETER (m2) TOTAL FLOOR AREA (m2)

452.4 48963.6

OVERALL BUILDING HEIGHT (m)

113.64

APPROX CAPASITY (STRUCTURE)

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EXTREMES II COMPARISON TO BUILDINGS IN VIENNA

PHYSICAL MODEL

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EXTREMES II

SITE ANALYSISTOPIC:

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EXTREMES IIEXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

p

MLegend

Underground Trains ( u-bahn )

Main Road

Inner Road

Highway

DonauKanal

DonauDanube

SITE DESCRIPTION

N

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EXTREMES II

SUN WIND

SITE DESCRIPTION

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EXTREMES II

FACADETOPIC:

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EXTREMES II

PERIODIC FACADE TREATMENT

JEAN NOUVEL - WINDOW DETAIL

FACADE

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EXTREMES II FACADE DESCRIPTIONMULTIPLE SIZES TO THE FACADE TREATMENT. CREATING A SYSTEM FOR USE. SUNLIGHT PENETRATION AND AIR CIRCULATION WOULD BE ABLE TO BE CONTROLLED TO SET A CLIMATE OF EFFICIENCY WITHIN THE BUILDING.

1. MAINLY ON LOWER FLOORS - PLAINLY AESTHETICS. - MAY BE OPERATABLE VIA ELECTRONICS2. EPERTURE WINDOWS - CONTROLLABLE OPENINGS - ELECTRONICS3. EPERTURE WINDOWS - CONTROLLABLE OPENINGS - HUMAN INTERVENTION4. SOLAR PANELS - FACADE TO GENERATE SOLAR POWERED ENERGYRESEARCH ON CH2

DUE TO THE STRUCTURE OF THE TOWER, CERTAIN SIDES WOULD BE ABLE TO BE GLASS. A MIXTURE OFTHE WAY THE GRID IS BEING USED MAY ALLOW THE TOWER TO BE VISUALLY AESHETICAL.

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EXTREMES II

Transi� ons lenses contain patented photochromic dyes which cause the lens to ac-� vate-or darken-when exposed to ultraviolet (UV) rays from sunlight. When the UV light diminishes, the lenses fade back to clear. As outdoor light condi� ons change, the level of darkness adjusts, crea� ng just the right level of � nt and allowing just the right amount of light to enter the eyes at any given � me. This ac� on allows Transi� ons lenses to help protect your eyes from the light you can see -- reducing glare, diminish-ing eye strain and fa� gue and enabling you to dis� nguish contrast more easily.

For the light you can’t see - ultraviolet light - Transi� ons lenses can help protect your eyes for long-term preserva� on of healthy sight. It’s important to remember that, no ma� er how light or dark they appear to be, Transi� ons lenses are always blocking 100% of eye-damaging UVA and UVB rays. In other words, Transi� ons lenses provide automa� c protec� on from UV rays in any environment, con� nually protec� ng your eyes from the light you can’t see while you enjoy comfort and vision quality in the light that you can see.

PHOTOCHROMIC LENSES TO PHOTOCHROMIC GLASS

FACADE REACTING TO THE SUN

Photochromism is the reversible transforma� on of a chemical species between two forms by the absorp� on of electromagne� c radia� on, where the two forms have dif-ferent absorp� on spectra.[1][2] Trivially, this can be described as a reversible change of color upon exposure to light. The phenomenon was discovered in the late 1880s, including work by Markwald, who studied the reversible change of color of 2,3,4,4-tetrachloronaphthalen-1(4H)-one in the solid state. He labeled this phenomenon “phototropy”, and this name was used un� l the 1950s when Yehuda Hirshberg, of the Weizmann Ins� tute of Science in Israel proposed the term “photochromism”.[3] Photochromism can take place in both organic and inorganic compounds, and also has its place in biological systems

PHOTOCHROMISM AS A TYPE OF MATERIAL FOR GLASS FACADE SIDES

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EXTREMES II PHOTOCHROMIC GLASS

PHOTOCHROMIC TINT

LONG DAYS IN THE MID OF THE YEAR

EFFECTS FROM BUILDING ORIENTATION - SUN DIRECTION

EFFECTS FROM THE SUN RAY THROUGHOUT THE DAY

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EXTREMES II

STRUCTURETOPIC:

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EXTREMES II

CURVED SPACE DIAMOND STRUCTUREPETER PEARCE 1994

STRUCTURE

DIAMOND STRUCTURE MODEL

DIAMOND LATTICE STRUCTURE

An ideal crystal is constructed by the infi nite repe� � on of iden� cal struc-tural units in space. In the simplest crystals the structural unit is a single atom, as in copper, silver, gold, iron, aluminium, and the alkali metals.

The structure of all crystals can be described in terms of a la� ce, with a group of atoms a� ached to every la� ce point. The group of atoms is called the basis; when repeated in space it forms the crystal structure. The basis consists of a primi� ve cell, containing one single la� ce point. Arranging one cell at each la� ce point will fi ll up the en� re crystal.

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EXTREMES II STRUCTURE

ELEVATION DIAMOND LATTICE STRUCTURE

CCTV, OMA - DENSITY TREATMENT FOR THE STRUCTURE

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EXTREMES II MASSING OPPORTUNITIES

STRUCTURE RESIDENTIAL OFFICE

COMMERCIAL / RETAIL HOTELTOP

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EXTREMES II MASSING OPPORTUNITIES

VIEW 2

VIEW 1

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EXTREMES II

PROPOSALSTOPIC:

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EXTREMES II

PROPOSAL 1

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1

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EXTREMES II

PROPOSAL 2

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURELIGHTER TYPOLOGY OF STRUCTURE

NOT STRUCTURAL

PROPOSAL 2

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EXTREMES II

PROPOSAL 3

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EXTREMES II PROPOSAL 3

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREDIAMOND LATTICE STRUCTURE - PHYSICAL MODEL

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURE

PROPOSAL 3

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURE

PROPOSAL 3

TENSION WIRE - STRUCTURAL SUPPORT CENTRAL CORE - SERVICES CENTRAL CORE - SERVICES -STRUCTURE FOR FLOOR SLABS

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EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURE

PROPOSAL 3

FACADE SCREEN CONNECTED TO TENSION CABLES

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EXTREMES II

FACADE OPPORTUNITY

MULTIPLE SIZES OF HEXAGONSSIZE 1 - WINDOWSSIZE 2 - ENERGY SYSTEM (DYNAMO)SIZE 3 - ENERGY SYSTEM (SOLAR PANELS)SIZE 4 - FRAMEWORK

NED KHAN ( REACTIVE FACADE - SHINGLES)

EXAMPLE OF SHINGLE MOVEMENT - CAN BE UNIFORMED

PROPOSAL 3

FACADE OPPORTUNITY

MULTIPLE SIZES OF HEXAGONSSIZE 1 - WINDOWSSIZE 2 - ENERGY SYSTEM (DYNAMO)SIZE 3 - ENERGY SYSTEM (SOLAR PANELS)SIZE 4 - FRAMEWORK

NED KHAN ( REACTIVE FACADE - SHINGLES)

EXAMPLE OF SHINGLE MOVEMENT - CAN BE UNIFORMED

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EXTREMES II PROPOSAL 3

DYNAMO SYSTEM

STAINLESS STEEL SHINGLES

FACADE OPPORTUNITYREACTIVE FACADE - POWER IS GENERATED BY THE USES OF THE WIND.IT

IS USED TO GENERATE POWER AS IT IS CONNECTED TO A DYNAMO SYSTEM COLLECTING ENERGY FROM THE MOVEMENT OF THE SHINGLES.

The kine� c energy of an object is the extra energy which it possesses due to its mo� on.

KINETIC ENERGYDEFINITION

DYNAMO SYSTEM

STAINLESS STEEL SHINGLES

FACADE OPPORTUNITYREACTIVE FACADE - POWER IS GENERATED BY THE USES OF THE WIND.IT

IS USED TO GENERATE POWER AS IT IS CONNECTED TO A DYNAMO SYSTEM COLLECTING ENERGY FROM THE MOVEMENT OF THE SHINGLES.

The kine� c energy of an object is the extra energy which it possesses due to its mo� on.

KINETIC ENERGYDEFINITION

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EXTREMES II PROPOSAL 3

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EXTREMES II

PROPOSAL 4

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EXTREMES II PROPOSAL 4

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

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EXTREMES II PROPOSAL 4

PERSPECTIVE

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EXTREMES II PROPOSAL 4

FROM THE BRIDGE

SPACES IN BETWEEN - INTERIOR / EXTERIOR

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EXTREMES II PROPOSAL 4

PUBLIC PLAZA

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EXTREMES II

PROGRAMSLOBBY

PROPOSAL 4

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EXTREMES II

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

FACADE - INTERIOR TREAMENT

EXAMPLE OF SPATIAL EXPERIENCE

PROPOSAL 4

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EXTREMES II

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

FACADE - GRASSHOPPER

PROPOSAL 4

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EXTREMES II

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

FACADE - GRASSHOPPER

PROPOSAL 4

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EXTREMES II

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

FACADE - GRASSHOPPER

PROPOSAL 4

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EXTREMES II

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

PROPOSAL 4

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EXTREMES II

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

PROPOSAL 4

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EXTREMES II

Primary structure Secondary structure Spaces -Pods for programs-Inbetween spaces for circula� on, open spaces, public spaces and etc.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

PROPOSAL 4

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EXTREMES II

PROPOSAL 5

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EXTREMES II PROPOSAL 5

FACADE VARIATIONS

MULTIPLE SIZES OF HEXAGONSSIZE 1 - WINDOWSSIZE 2 - ENERGY SYSTEM (DYNAMO)SIZE 3 - ENERGY SYSTEM (SOLAR PANELS)SIZE 4 - FRAMEWORK

NED KHAN ( REACTIVE FACADE - SHINGLES)

EXAMPLE OF SHINGLE MOVEMENT - CAN BE UNIFORMED

MULTIPLE SIZES OF HEXAGONSSIZE 1 - WINDOWSSIZE 2 - ENERGY SYSTEM (DYNAMO)SIZE 3 - ENERGY SYSTEM (SOLAR PANELS)SIZE 4 - FRAMEWORK

NED KHAN ( REACTIVE FACADE - SHINGLES)

EXAMPLE OF SHINGLE MOVEMENT - CAN BE UNIFORMED

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EXTREMES II PROPOSAL 5

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

VARIATIONS

Experimenta� ons on the idea of the facade and site treatment.

SCREEN DIVIDED

DRAPE

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EXTREMES II PROPOSAL 5

PRELIMINARY

SPATIAL ARRANGEMENTS

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EXTREMES II PROPOSAL 5

DRAPE

Experimenta� ons on the idea of the facade and site treatment.

DIVISION

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EXTREMES IIDRAPE

Experimenta� ons on the idea of the facade and site treatment.

DIVISION

PROPOSAL 5

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EXTREMES IIDRAPE

DIVISION

Experimenta� ons on the idea of the facade and site treatment.

PROPOSAL 5

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EXTREMES IIDRAPE

Experimenta� ons on the idea of the facade and site treatment.

GRID

PROPOSAL 5

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EXTREMES IIDRAPE

Experimenta� ons on the idea of the facade and site treatment.

GRID

PROPOSAL 5

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EXTREMES IIDRAPE

Experimenta� ons on the idea of the facade and site treatment.

GRID

PROPOSAL 5

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EXTREMES IIDRAPE

Experimenta� ons on the idea of the facade and site treatment.

GRID

PROPOSAL 5

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EXTREMES II PROPOSAL 5

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EXTREMES II PROPOSAL 5VARIATIONS

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EXTREMES II PROPOSAL 5

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EXTREMES II PROPOSAL 5

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EXTREMES II PROPOSAL 5

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EXTREMES II PROPOSAL 5

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EXTREMES II PROPOSAL 5

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EXTREMES II PROPOSAL 5

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EXTREMES II PROPOSAL 5

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EXTREMES II

Installed windpower capasity (MW)16 Ireland 496 745 805 1,24517 Austria 819 965 982 99518 Greece 573 746 871 990

The Earth is unevenly heated by the sun, such that the poles receive less en-ergy from the sun than the equator; along with this, dry land heats up (and cools down) more quickly than the seas do. The diff eren� al hea� ng drives a global atmospheric convec� on system reaching from the Earth’s surface to the stratosphere which acts as a virtual ceiling. Most of the energy stored in these wind movements can be found at high al� tudes where con� nuous wind speeds of over 160 km/h (100 mph) occur. Eventually, the wind energy is converted through fric� on into diff use heat throughout the Earth’s surface and the atmosphere.

The total amount of economically extractable power available from the wind is considerably more than present human power use from all sources.[11] An es� mated 72 TW of wind power on the Earth poten� ally can be commercial-ly viable,[12] compared to about 15 TW average global power consump� on from all sources in 2005.

Last report from Vienna received 10 days 2 hours 35 minutes 27 seconds agoWind from 90 degrees @ 1.6 KPH (0.4 m/s) Gusts to 8.0 KPH (2.2 m/s) Temp 13C Humidity 73% Dewpoint 8C Pressure 997.8 mb

h� p://www.fi ndu.com/cgi-bin/wxpage.cgi?call=DW2087!Vienna&radar=***&units=metric&last=120

Clean electricity from the airThe Unterlaa wind farm, which came into opera� on in the autumn of 2005, comprises four wind energy generators that supply “green and clean” electricity. The wind park’s genera-� on capacity is suffi cient to supply 2,700 households with electricity. Minus approximately 4,500 tonnes of CO2 per year

www.wien.gv.at/english/environment/klip/r� /klip-brochure.r�

PROPOSAL 5

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EXTREMES II

COLLABORATION OF IDEAS TOPIC:

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EXTREMES II PART 1

ces,

c.

Service Core-Connec� ng fl oors and spaces

Facade-Shingle eff ects-Kine� c energy collec� on

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EXTREMES II PART 1

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EXTREMES II PART 1

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EXTREMES II PART 1

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EXTREMES II PART 1

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EXTREMES II PART 1

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EXTREMES II PART 1

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EXTREMES II PART 2

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EXTREMES II PART 2

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EXTREMES II PART 3

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EXTREMES II PART 3

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EXTREMES II PART 3

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EXTREMES II PART 3

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EXTREMES II PART 3

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EXTREMES II

FINAL DEVELOPMENTTOPIC:

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EXTREMES II

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EXTREMES II

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EXTREMES II

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EXTREMES II

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EXTREMES II

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EXTREMES II

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EXTREMES II

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EXTREMES II

FINALTOPIC:

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EXTREMES IIEXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

SITE (AERIAL PHOTO)

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EXTREMES II PHOTOS

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EXTREMES II SITE PLAN

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EXTREMES II WIND AND SUN ANALYSIS

SUN DISTRIBUTION

SUN PATH CLIMATE

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EXTREMES IIMULTIPLE SIZES TO THE FACADE TREATMENT. CREATING A SYSTEM FOR USE. SUNLIGHT PENETRATION AND AIR CIRCULATION WOULD BE ABLE TO BE CONTROLLED TO SET A CLIMATE OF EFFICIENCY WITHIN THE BUILDING.

1. MAINLY ON LOWER FLOORS - GLAZED2. WINDOWS - PHOTOCHROMIC GLASS MATERIAL3. SOLAR PANELS - SOLAR ENERGY4. SHINGLE SYSTEM - KINETIC ENERGY

EPERTURE STUDY

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EXTREMES II

PHOTOCHROMIC TINT

PHOTOCHROMISM

SUN DISTRIBUTION

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EXTREMES II

MULTIPLE SIZES OF HEXAGONSSIZE 1 - WINDOWSSIZE 2 - ENERGY SYSTEM (DYNAMO)SIZE 3 - ENERGY SYSTEM (SOLAR PANELS)SIZE 4 - FRAMEWORK

NED KHAN ( REACTIVE FACADE - SHINGLES)

EXAMPLE OF SHINGLE MOVEMENT - CAN BE UNIFORMED

MULTIPLE SIZES OF HEXAGONSSIZE 1 - WINDOWSSIZE 2 - ENERGY SYSTEM (DYNAMO)SIZE 3 - ENERGY SYSTEM (SOLAR PANELS)SIZE 4 - FRAMEWORK

NED KHAN ( REACTIVE FACADE - SHINGLES)

EXAMPLE OF SHINGLE MOVEMENT - CAN BE UNIFORMED

FACADE VARIATION AND USE

PATTERN

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EXTREMES II DYNAMIC REACTIVE FACADE

SUN WIND PROGRAM ACTIVITY OVERLAP

DETAIL OF SHINGLE SYSTEM VARIATION

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EXTREMES II EXTERIOR RENDER

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EXTREMES II AERIAL VIEW

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EXTREMES II STRUCTURAL ANALYSIS AND SPATIAL ORGANIZATION

LATTICE GRID

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EXTREMES II SECTION

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EXTREMES II PROGRAM

FRONT ELEVATION

REFER PROGRAM TO IMAGE

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EXTREMES II PLANS

TYPICAL CONFIGURATIONFIRST FLOORGROUND FLOOR

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EXTREMES II SPACE

IMAGE SHOWN WITHOUT FLOORS

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EXTREMES II EXTERIOR

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EXTREMES II INTERIOR

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EXTREMES II INTERIOR

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EXTREMES II INTERIOR

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EXTREMES II INTERIOR