Extreme 2 - week 12 - Ikmal Ikram Ariffin

EXTREMES II

SIALIKMAL IKRAM ARIFFIN

LEVEL 9

EXTREMES II

FLUID DYNAMICSTOPIC:

SIALEXTRE

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 FLUIDSIALEXTRE

EXTREMES IIEXTREME II

IKMAL IKRAM ARIFFINS3077092 SIALOOBLECK EXPERIMENTATION

OOBLECKSIALEXTRE

EXTREMES II

PRELIMINARYTOPIC:

SIALEXTRE

EXTREMES II ISLAMIC PATTERNSSIALEXTRE

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

GEOMETRYSIALEXTRE

EXTREMES II

PRELIMINARY

FREI OTTO

GEOMETRYSIALEXTRE

EXTREMES II

MODEL MAKINGTOPIC:

SIALEXTRE

EXTREMES II

EXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

Experimenta� ons - Explora� ons - Research - MODELS

MODELSSIALEXTRE

EXTREMES II

EXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

Experimenta� ons - Explora� ons - Research - MODELS

MODELSSIALEXTRE

EXTREMES II

COMPONENTSTOPIC:

SIALEXTRE

EXTREMES II

aPERIODIC

COMPONENT BASED STRUCTURE

COMPONENT

FOR MASS DUPLICATIONTHE PERIODIC GRID

SIALEXTRE

EXTREMES II COMPONENT

REPETITION OF COMPONENTS - PERIODIC OR aPERIODIC

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

SIALEXTRE

EXTREMES II

RESEARCHTOPIC:

SIALEXTRE

EXTREMES II RESEARCH

ARCHIGRAM

PAUL MAYMONT VERTICAL CITY , PARIS

DYMAXION HOUSE

CABLE CITY , TAKIS ZENETOS

ROBERT LE RICOLAIS, STRUCTURAL MODEL

SIALEXTRE

EXTREMES II

MASSING PROPOSALTOPIC:

SIALEXTRE

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)SIALEXTRE

EXTREMES II COMPARISON TO BUILDINGS IN VIENNA

PHYSICAL MODEL

SIALEXTRE

EXTREMES II

SITE ANALYSISTOPIC:

SIALEXTRE

EXTREMES IIEXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

p

MLegend

Underground Trains ( u-bahn )

Main Road

Inner Road

Highway

DonauKanal

DonauDanube

SITE DESCRIPTION

N

SIALEXTRE

EXTREMES II

SUN WIND

SITE DESCRIPTIONSIALEXTRE

EXTREMES II

FACADETOPIC:

SIALEXTRE

EXTREMES II

PERIODIC FACADE TREATMENT

JEAN NOUVEL - WINDOW DETAIL

FACADESIALEXTRE

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.

SIALEXTRE

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

SIALEXTRE

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

SIALEXTRE

EXTREMES II

STRUCTURETOPIC:

SIALEXTRE

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.

SIALEXTRE

EXTREMES II STRUCTURE

ELEVATION DIAMOND LATTICE STRUCTURE

CCTV, OMA - DENSITY TREATMENT FOR THE STRUCTURE

SIALEXTRE

EXTREMES II MASSING OPPORTUNITIES

STRUCTURE RESIDENTIAL OFFICE

COMMERCIAL / RETAIL HOTELTOP

SIALEXTRE

EXTREMES II MASSING OPPORTUNITIES

VIEW 2

VIEW 1

SIALEXTRE

EXTREMES II

PROPOSALSTOPIC:

SIALEXTRE

EXTREMES II

PROPOSAL 1

SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREIDEA OF DENSITY

PROPOSAL 1SIALEXTRE

EXTREMES II

PROPOSAL 2

SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURELIGHTER TYPOLOGY OF STRUCTURE

NOT STRUCTURAL

PROPOSAL 2SIALEXTRE

EXTREMES II

PROPOSAL 3

SIALEXTRE

EXTREMES II PROPOSAL 3

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTUREDIAMOND LATTICE STRUCTURE - PHYSICAL MODEL

SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURE

PROPOSAL 3 SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURE

PROPOSAL 3

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

SIALEXTRE

EXTREMES II

EXPERIMENTING ON THE DIAMOND LATTICE STRUCTURE

PROPOSAL 3

FACADE SCREEN CONNECTED TO TENSION CABLES

SIALEXTRE

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 SIALEXTRE

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

SIALEXTRE

EXTREMES II PROPOSAL 3 SIALEXTRE

EXTREMES II PROPOSAL 3 SIALEXTRE

EXTREMES II PROPOSAL 3 SIALEXTRE

EXTREMES II

SITETOPIC:

SIALEXTRE

EXTREMES IIEXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

SITE

N

AERIAL VIEW

SIALEXTRE

EXTREMES II ACCESS AND EXISTING CONDITIONS

KEY

LEGEND

SITE

MOVEMENT

N

SIALEXTRE

EXTREMES II BUILDING ORIENTATION

KEY

N

SITE

SUNRISE

SUNSET

SIALEXTRE

EXTREMES II SITE PHOTOS

EXTREME II

IKMAL IKRAM ARIFFINS3077092 SIAL

SIALEXTRE