Local Optioneering Slideshow

Page 1

Local Optioneering PRODUCING COMPLEX GEOMETRIES THROUGH OPPORTUNISTIC NETWORKING

FINNIAN WARNOCK Faculty of Architecture, Building and Planning The University of Melbourne, Melbourne, Australia finn.warnock@gmail.com and STANISLAV ROUDAVSKI Critical Research in Digital Architecture (CRIDA) The University of Melbourne, Melbourne, Australia srou@unimelb.edu.au


Local Optioneering Finnian Warnock & Stanislav Roudavski

Version 1

Development

Version 6

VERSION 6


Project Aims

‘To test how a experimental project involving complex geometries could develop using only locally available expertise’.


Precedents

Local Optioneering Finnian Warnock & Stanislav Roudavski

Local Context

International Context


Project Context

Ribboned Facade

+

Complex Curvature

A facade based upon a series of articulated ribbons was used as a point of departure because there were no local precedents where a similar approach had been attempted.

=

Ripple


Local Optioneering

1

Finnian Warnock & Stanislav Roudavski

2

3

4

5

6


Phase 1

Ground Work EXPOSED TO

FEEDBACK

ADJUSTMENTS

John

• • • • •

• Ribbon segment size reduced. • Segments are ‘stretched’ between frame members.

Lightning Laser Cutting

Use 300 - 350 x 1mm ribbon segments. Use stainless steel or aluminium. Fabrication cost = 2 - 3 times material costs. Unable to produce doubly curved surfaces. Local manufacturers are looking more towards architectural screens

RIBBONS WILL PERFORM BETTER IF PLACED UNDER TENSION JOHN


Local Optioneering

2

Finnian Warnock & Stanislav Roudavski

1

3

4

5

6


Phase 2

Local Craft EXPOSED TO

FEEDBACK • • • •

Dale Rock

Rock Martin Fine Metal Fabricators

WE CAN DO ANYTHING DALE ROCK

Anticipate human error. Use 3D hollow profiles for ribbons. All pieces should fit together like origami. The profiles of the blade would be supplied ‘loose’ then twisted over a frame to produce the bend.

ADJUSTMENTS • Curved hollow ribbons are implemented. • Number of elements are reduced to minimise cost and reduce weight. • Topologic relationship is established between ribbons to allow standardised fabrication.


3

Local Optioneering Finnian Warnock & Stanislav Roudavski

1

2

4

5

6


Phase 3

Place/Memory EXPOSED TO

FEEDBACK

ADJUSTMENTS

Adrian Stanic

• How could the way the ribbons are used adapt as the functions change throughout the building? • Represent the heterogeneous nature of modern life. • Memories and the stories that construct a place are highly important.

• Ribbons mimic local graffiti and Victorian ornament.

Lyons Architects

Hugh O’Neill

Melbourne University

WHAT PROVIDES IT WITH A SENSE OF MELBOURNE? HUGO O’NEILL


4

Local Optioneering Finnian Warnock & Stanislav Roudavski

1

2

3

5

6


Phase 4

Construction Logic EXPOSED TO

FEEDBACK

ADJUSTMENTS

Stanislav Roudavski

• Introduce some type of construction logic that governs how the ribbons are arranged. • Consider natural systems, webs, roots etc.

• The catenary deflection of the ribbons was simulated and used to inform the facade arrangement.

CRIDA

HOW DOES THE PROJECT CONTRIBUTE TO THE DISCOURSE? STANISLAV ROUDAVSKI


4

Local Optioneering Finnian Warnock & Stanislav Roudavski

1

2

3

5

6


Phase 4

Buildability EXPOSED TO

FEEDBACK

ADJUSTMENTS

Ross Berryman

• Consider spanner swing radius • There needs to be room for adjustment/error in prefabricated components • Consider polypropylene or an organic plastic as a material.

• Parametric detailing was used to detect possible complications in the construction process.

Builder

BUILDERS CAN’T READ PLANS, USE 4D VISUALIZATION ROSS BERRYMAN


4

Local Optioneering Finnian Warnock & Stanislav Roudavski

1

2

3

5

6


Phase 4

Structural Assessment EXPOSED TO

FEEDBACK

ADJUSTMENTS

Jon Anderson

• Assessing structural members individually removes the need for over engineering. • Complex projects will become viable when architects can state confidently how much more than a standard approach geometrically complex solutions will cost. • Massive time savings are possible by using visualization models for structural evaluation.

• Structural members were bunched to minimize ribbon deflection. • Steel profiles were assigned to structural elements.

HIVE Engineering


5

Local Optioneering Finnian Warnock & Stanislav Roudavski

1

2

3

4

5

6


Phase 5

Applying Errors EXPOSED TO Alex Selenitsch Ian Woodcock Melbourne University

ALLOW ERRORS TO SUGGEST NEW POSSIBILITIES ALEX SELENITCH

Attractor Point

FEEDBACK

ADJUSTMENTS

• Introducing random errors can cause a break in a close system. Break the ribbon. • Ribbons must add a new dimension to the project if they are to be justified - something that is unachievable through any other means.

• Certain ribbons are allowed to ‘break’ or loose connection during the catenary simulation. They dictate how the facade panels are divided. • Vertical circulation is moved against the facade. • Ribbons tuned to allow visual connections between certain locations.


6

Local Optioneering Finnian Warnock & Stanislav Roudavski

1

2

3

4

5


Phase 6

Further Research EXPOSED TO

FEEDBACK

Bharat Dave Drew Williamson Steve Hatzellis Marcus White

• How could the ribbons become more integrated into the interior? • Could the ribbons take on a structural role?

Thesis Crit Panel

WHAT IS THE PROJECT MODEL WHERE SUCH A FACADE COULD BE EXPECTED TO MAKE IT THROUGH TO COMPLETION? RUSSELL LOVERIDGE


Issuu converts static files into: digital portfolios, online yearbooks, online catalogs, digital photo albums and more. Sign up and create your flipbook.