Tensegrity Structures Valentín Gómez Jáuregui
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I.
Acknowledgements...............................................................................................
II.
Abstract.................................................................................................................
III. Table of
contents.................................................................................................
IV. List of
illustrations...............................................................................................
Prologue
1.
Introduction
1.1. What is Tensegrity?....................................................................................
1.2. Why a dissertation about tensegrity structures?........................................
1.3. What are the objectives of this
work?........................................................
2. Background and
History
2.1. The
origins..................................................................................................
2.2. The
controversy..........................................................................................
2.3. The
evolution.............................................................................................
2.4.
Divergences................................................................................................
3. Precedents and Key
Studies
3.1. Introduction...............................................................................................
3.2. Materials and
tension.................................................................................
3.3. Some
precedents........................................................................................
3.3.1. The Skylon
3.3.2. Suspended roofs and tensile
structures
3.3.3. Cable-Domes
3.4. Tensegrity
as a universal
principle..............................................................
3.4.1. Tensegrity
in Macrocosm and Microcosm
3.4.2 Tensegrity
in Biology
3.4.3 Tensegrity
in Inorganic Chemistry
3.4.4 Tensegrity
in Anatomy
4. Definitions and Basic
Principles
4.1.
Introduction...............................................................................................
4.2.
Definitions.................................................................................................
4.3. General Characteristics..............................................................................
4.4. Basic
Principles..........................................................................................
4.4.1. Main Concepts
4.4.2. Some analogies
4.4.3. The Creation of the Simplest
Configurations
4.4.4. Equilibrium Analysis
4.5.
Features......................................................................................................
4.5.1. Properties
4.5.2. Advantages
4.5.3. Disadvantages
5. Typologies and classification.
Assemblies of simple
structures
5.1.
Nomenclature.............................................................................................
5.2.
Classification..............................................................................................
5.2.1. Spherical systems
5.2.1.1. Rhombic configuration
5.2.1.2. “Circuit” configuration
5.2.1.3. “Zigzag” configuration or
“Type Z”
5.2.2. Star
systems
5.2.3. Cylindrical
systems
5.2.4. Irregular
systems
5.3.
Assemblies.................................................................................................
5.3.1. Vertical Masts (horizontal
beams)
5.3.2. Grids
5.3.3. Conglomerations
5.4. Deployable
structures.................................................................................
6.
Applications
6.1.
Introduction...............................................................................................
6.2. Actual examples.........................................................................................
6.2.1.
Domes
6.2.1.1. Different proposals for
domes
6.2.1.2. Calculation of the load
response
6.2.1.3. Advantages and applications
for domes
6.2.2.1. Different proposals for
towers
6.2.2.2.
6.2.2.3. Some other applications for
tensegrity towers
6.2.3. Roof
structures
6.2.4.
Arches
6.2.5. Tents-like
structures
6.2.6. Outer space
structures
6.2.7. Different applications
besides
Architecture
6.2.7.1. Sculptures
6.2.7.2. Toys
6.2.7.3. Furniture (tables, chairs,
lamps, etc)
6.2.7.4. Submarines (skin fabric)
7. Proposals by the
author
7.1. Tensegrity
dome from the Truncated Icosahedron
7.2. Lightning rod from the
7.3. Roofing for Stadiums by
assembly of modules
7.4. Tensegrity
pyramidal roof from Truncated
7.5. Footbridge by assembly of
modules
7.6. Other suggestions to develop
8. Discussion and conclusions
8.1. Discussion and
conclusions........................................................................
8.2. Further
research..........................................................................................
V. Appendices
A. Motro’s
correspondence from Snelson.......................................................
B. Original tensegrity
patents..........................................................................
C. Other tensegrity
patents..............................................................................
D. Personal
correspondence.............................................................................
E. Deflection of the expanded
octahedron.....................................................
G. Tensegrity
Models.......................................................................................
H. Plans and
renders........................................................................................
I. Extended
Bibliography...............................................................................
VI.
Bibliography.......................................................................................................