an intro to tensile structures.pdf

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An Intro to Tensile Structures: References: Wolfgang Schueller, The Design of Building Structures Horst Berger, Light Structures – Structures of Light Hans – Joachim Schock, Soft Shells Maritz Vandenberg, Soft Canopies

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Tensile structures

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Page 1: An intro to tensile structures.pdf

An Intro to Tensile Structures:References:

Wolfgang Schueller, The Design of Building StructuresHorst Berger, Light Structures – Structures of Light

Hans – Joachim Schock, Soft ShellsMaritz Vandenberg, Soft Canopies

Page 2: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Definition:• Tension roofs or canopies are those in which

every part of the structure is loaded only intension, with no requirement to resistcompression or bending forces. Vandenberg; page 6

Page 3: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Classes of Tensile Structures• Membranes

• The structural membrane acts also as the weathershield

Page 4: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Classes of Tensile Structures• Cable Nets

• A separate grid of structural cables supports anon–structural weathershield

Page 5: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Classes of Tensile Structures• Pneumatics

• The tension force is created by an interior positivepressure and the membrane acts as the weathershield

Page 6: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Shapes• Anticlastic Surfaces

• The centers of curvature ofthe membrane are onopposite sides of themembrane e.g. hyperbolicparabaloid, torus

Page 7: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Shapes• Synclastic Surfaces

• The centers ofcurvature of themembrane are on thesame side of themembrane. E.g sphereor balloon

Page 8: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

A Simple Paraboloid• Defined by a Minimum of Four Points w/ at

Least One out of Plane

Page 9: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Equilibrium Forces• Anticlastic Surfaces

• The surface is stabilised because the tension forcesfrom prestressing or load are in equilibrium.

• Synclastic Surfaces• The surface is stabilised because the tension forces

from internal pressure are in equilibrium with the tensionforces in the membrane.

Page 10: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

A Simple Example

Page 11: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

A Simple Example

Page 12: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

A Simple Example

Page 13: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

A Simple Example

Page 14: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

A Simple Example

Page 15: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

A Simple Example

Page 16: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Deformations• By definition, the membrane can only resist

forces in tension, so forces perpendicular to themembrane cause large deformations and largemembrane forces.

• Tensile roofs are susceptible to vibration.• Reverse curvature and/ or prestressing can bring these

forces to zero.

Page 17: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Materials• Uncoated fabrics

• Simple woven fibers• Canvas, nylon

• Coated fabrics• High strength woven fibers w/ coatings to prevent UV– &

environmental degradation and improve weatherresistance.

• PVC–coated polyester: relatively short service life• PTFE–coated glass fiber: high strength, long service life

• Foils• PVC– and ETFC– foil

Page 18: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Edge Conditions• Rope Edge

• A cable running in a sleeve and connected to a rigidstructure at both ends

• Hard Edge• A continuous connection to a rigid structure through

clamping plates w/ or w/o prestressing devices.

Page 19: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Point Supports• Masts capable of resisting compression and

buckling forces.• The magnitude of forces at the point support

require distribution via rings or umbrellas

Page 20: An intro to tensile structures.pdf

Carnegie Mellon • Department of Architecture • Third Year Studio

Line Shaped Supports• Arches – internal or External• Valley and Ridge Cables