Structural Systems 3: Forms in Tension (Cables, Suspensions & Membranes)

Overview of Structural Systems and Tensile Forms

  • University Context: Lecture prepared by Paul Devenish for the School of Architecture and Planning at the University of the Witwatersrand, Johannesburg.
  • Primary Structural Classifications (2D):     * Post and beam.     * Portal frame.     * A-frame.     * Curved arch.     * Pointed arch.
  • Three-Dimensional Compressive Shapes:     * Rectilinear Plan: Pitched roof, Pyramid, Tetrahedron.     * Curvilinear Plan: Barrel vault, Pointed vault, Groin vault, Diamond vault, Stellar vault, Cone.     * Domes: Ribbed dome, Geodesic dome, Diamatic dome, Lamella dome.
  • Three-Dimensional tensile Surfaces:     * Membrane structures.     * Cable structures.     * Mast supported structures.     * Air supported structures.     * Cable net.     * Tensegrity.     * Double curvature forms.

Fundamental Principles of Cable Structures

  • Compression vs. Tension Comparison:     * Arch Structure: Operates in pure compression. A traditional curved arch supporting a load WoW_o represents a compression parabola.     * Cable Structure: By "flipping" the compression arch geometry, the result is a structure in pure tension. This is demonstrated by a cable supporting a load WoW_o.
  • Suspension Structures and the Catenary Curve:     * The Catenary: Defined as the shape assumed by an idealized hanging chain or cable under the influence of its own weight.     * Mathematical Description: The catenary is described by the hyperbolic cosine function (y=aimesextcosh(x/a)y = a imes ext{cosh}(x/a)).     * Geometry: It is U-shaped and resembles a parabola, though it is mathematically distinct.     * Historical Examples:         * Suspension rope bridges.         * Golden Gate Bridge construction (1935).         * Cable roof structure at Dulles Airport.

Cable-Stayed Structure Typologies

  • General Definition: Tensioned systems where cables (stays) support the deck or roof directly from one or more masts.
  • Specific Examples:     * Port Mann Bridge, Vancouver, Canada (2012).     * Nelson Mandela Bridge, Johannesburg, designed by Dissing & Weitling (2003).
  • Standard Cable-Stayed Systems:     * Fan System: All cables radiate from a single point at the top of the mast.     * Modified Fan System: Cables radiate from the top of the mast but are slightly spaced out near the anchorage point.     * Harp System: All cables are parallel to each other, connecting to the mast at different heights.

Advanced Tension and Membrane Systems

  • Combining Suspension and Tension:     * Stiffening through Inverted Arch (or Shell) Construction: Utilizing a concrete shell as a primary cable system.     * Spreading Against Opposite Curvature:         * Using primary cables with stabilizing cables and compression struts.         * Using tension ties to hold a primary cable against a cable with opposite curvature.         * Fastening with transverse cables anchored to the ground.
  • Cable Net and Membrane Structures:     * Munich Olympic Stadium: A landmark project by Frei Otto.     * Materials: Woven, knitted, or matted mesh; various fabrics or membranes.     * Mechanism: These are stretched and tensioned, often utilizing cable-stays and masts.     * Structural Forms: Can be stretched over a compression form/frame or inflated via compressed air.
  • Catenoid Structures:     * A Catenoid is a surface of revolution created by a catenary curve.     * It is a minimal surface, defined as the shape assumed by a soap film bounded by two parallel circular rings.
  • Inflated Membranes:     * Utilized for lightness and speed of deployment (e.g., the "Space Buster" inflatable structure).
  • Tented Structures:     * Designed for transportability and rapid assembly (e.g., Marmot brand tents).     * Involve specific connection and tensioning hardware, including 12 mm12\,\text{mm} steel components and specialized cable fasteners.

Tensegrity (Tensional Integrity)

  • Tensile Structures vs. Tensegrity:     * Tensile Structures: Elements are in pure tension with no bending or compression. However, they usually rely on external compression elements like masts or rings for stability.     * Tensegrity: A type of structure where integrity is based on a balance between tension and compression components. Compressive members (struts) are connected to each other only by tensile members (cables).
  • Origin: The term "Tensegrity" was coined by Buckminster Fuller.
  • Biological Metaphor (The Feather):     * The feather’s rachis (shaft) acts as a compression strut.     * The barbs and hooks create a tension network.     * This internal balance generates flexible strength, mirroring the principles of a tensegrity system.

Professional Practice and Conflict Resolution

  • Collaborative Practice: Central to architectural practice; teams must ensure all voices are heard and resolve disagreements constructively.
  • Teams as Structural Systems:     * Load-Distribution: Tasks should be balanced inclusively to ensure no individuals are overloaded or dominating.     * Stability and Accountability: Order is maintained through clear communication and documented agreements (timesheets, task logs, shared notes).     * Structural Analogy: Groups can be analyzed as diagrams identifying who acts as the "columns," who "connects/braces" ideas, and who provides "anchorage."
  • Fair Mark Allocation Evidence: Individual marks may be adjusted based on timesheets, work agreements, and anonymous peer reviews.

Administrative Details and Test Schedule

  • Class Test Information:     * Date: Available on Ulwazi from 12:00, 30 March to 17:00, Thursday, 02 April 2026.     * Themes: Material shapes structure (Lecture 3); Structural Systems 1–3 (Lectures 4–6).     * Format: Open-book, 25-minute duration. Questions include multiple-choice, terminology, and definitions based on diagrams (e.g., Pompidou Centre sections).     * Device Requirement: Must be completed on a laptop/PC; phone formats are incompatible.     * Weighting: Counts for 10%10\% of the final mark.
  • Project 1.2 Review Schedule (Week 6):     * Date: 13 March 2026.     * Format: Pinup of work and display of models. Mandatory attendance for all group members.     * Venue: JME Atrium (North and South Walls).     * Slots:         * 13:15–14:00 (Groups 1–8)         * 14:15–15:00 (Groups 9–16)         * 15:15–16:00 (Groups 17–24)     * Lecturers: Zakiyyah Vawda, Liam Hildebrand, and Paul Devenish.

Resources

  • Beukers, A. and Hinte, E. van (2005) Lightness: The Inevitable Renaissance of Minimum Energy Structures.
  • Charleson, A. (2014) Structure As Architecture: A Source Book for Architects and Structural Engineers.
  • Muttoni, A. (2011) The Art of Structures.
  • McLean, W. and Silver, P. (2013) Introduction to Architectural Technology.