Materias
Referencia: Código 10784
Noviembre de 2023 - Oren Vilnay.. - Refª 10784
Oren Vilnay, Leon Chernin, Margi Vilnay
Noviembre de 2023 Páginas: 238 Tapa dura
Código 10784 ISBN/EAN: 9781032440354
Tensegrity structures are pre-stressed systems of cables and bars in which no bar is connected to the other and the structure has no continuous rigid skeleton. This general introduction presents an original general method for the design of tensegrity structures, the first configurations of which were found by trial and error.
The book begins with two-dimensional tensegrity structures, particularly tensegrity nets, tensegrity chains, tensegrity rings and tensegrity arches. These are then developed to original configurations of spatial tensegrity structures such as tensegrity slabs, primitive spatial tensegrity arches, and primitive tensegrity domes, as well as more elaborate spatial tensegrity structures such as tensegrity cylindrical shells, slim tensegrity domes, tensegrity vaults, and tensegrity caps.
Tensegrity Structures Design Methods suits structural, civil, and mechanical engineers and architects, as well as graduate students.
Oren Vilnay is Professor Emeritus and was founder and head of the Department of Structural Engineering at Ben Gurion University Israel. He is also former head of the Structural Engineering Section at Technion—Israel
Institute of Technology.
Leon Chernin is Lecturer at the University of Dundee. He was granted a PhD in Structural Engineering from the Technion—Israel Institute of Technology. His research activities encompass both physical testing and numerical modelling.
Introduction. Tensegrity: Literature survey.
Part 1. Two-dimensional plane tensegrity structures.
1. Kite structures.
2. Tensegrity nets.
3. Tensegrity chains.
4. Tensegrity plane arches.
5. Tensegrity rings.
Part 2. Three-dimensional spatial tensegrity structures.
6. Tensegrity slabs.
7. Spatial tensegrity rings.
8. Tensegrity vaults.
9. Tensegrity cylindrical shells.
10. Spatial tensegrity arches.
11. Configuration of primitive tensegrity structures.
12. Slim tensegrity domes.
13. Tensegrity caps.
14. Tensegrity domes.
Part 3. Stable tensegrity structures, tenssable structures.
15. Two-dimensional tensstable arches.
16. Three-dimensional tensstable structures.
Oren Vilnay is Professor Emeritus and was founder and head of the Department of Structural Engineering at Ben Gurion University Israel. He is also former head of the Structural Engineering Section at Technion - Israel Institute of Technology.
Leon Chernin is a Lecturer at the University of Dundee. He was granted a PhD in Structural Engineering from the Technion - Israel Institute of Technology. His research activities encompass both physical testing and numerical modelling.
Margi Vilnay is a Senior Lecturer at the University of Dundee. She was granted a PhD in Structural Engineering from Heriot-Watt University. She is a chartered member of the Institution of Civil Engineers and the first woman to be elected Vice-Chair of COMEC (Council of Military Education Committees).
Las estructuras de tensegridad son sistemas pretensados de cables y barras en los que ninguna barra está conectada a otra y la estructura no tiene un esqueleto rígido continuo. Esta introducción general presenta un método general original para el diseño de estructuras de tensegridad, cuyas primeras configuraciones se encontraron mediante prueba y error.
El libro comienza con estructuras de tensegridad bidimensionales, en particular redes de tensegridad, cadenas de tensegridad, anillos de tensegridad y arcos de tensegridad. Luego se desarrollan configuraciones originales de estructuras de tensegridad espacial, como losas de tensegridad, arcos de tensegridad espacial primitivos y cúpulas de tensegridad primitivas, así como estructuras de tensegridad espacial más elaboradas, como cáscaras cilíndricas de tensegridad, cúpulas de tensegridad delgadas, bóvedas de tensegridad y tapas de tensegridad. .
Los métodos de diseño de estructuras tensegridad son adecuados para arquitectos e ingenieros estructurales, civiles y mecánicos, así como para estudiantes de posgrado.
Oren Vilnay es profesor emérito y fue fundador y director del Departamento de Ingeniería Estructural de la Universidad Ben Gurion de Israel. También es exjefe de la Sección de Ingeniería Estructural del Technion,
Instituto de Tecnología de Israel.
Leon Chernin es profesor de la Universidad de Dundee. Obtuvo un doctorado en Ingeniería Estructural del Technion, Instituto de Tecnología de Israel. Sus actividades de investigación abarcan tanto pruebas físicas como modelos numéricos.
Introducción. Tensegridad: estudio de la literatura.
Parte 1. Estructuras de tensegridad planas bidimensionales.
1. Estructuras de cometas.
2. Redes de tensegridad.
3. Cadenas de tensegridad.
4. Arcos planos de tensegridad.
5. Anillos de tensegridad.
Parte 2. Estructuras de tensegridad espacial tridimensional.
6. Losas de tensegridad.
7. Anillos de tensegridad espacial.
8. Bóvedas de tensegridad.
9. Casquillos cilíndricos de tensegridad.
10. Arcos de tensegridad espacial.
11. Configuración de estructuras de tensegridad primitivas.
12. Cúpulas de tensegridad delgadas.
13. Límites de tensegridad.
14. Cúpulas de tensegridad.
Parte 3. Estructuras de tensegridad estables, estructuras tensables.
15. Arcos tensables bidimensionales.
16. Estructuras tridimensionales tensables.
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