Tensegrity :: structural systems for the future /
The word tensegrity results from the contraction of tensional and integrity, a word created by Richard Buckminster Fuller. He went on to describe tensegrity structures as islands of compression in an ocean of tension, and Reň Motro has developed a comprehensive definition which is systems in a stab...
Gespeichert in:
| 1. Verfasser: | |
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| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
London ; Sterling, VA :
Kogan Page Science,
2003.
|
| Schlagworte: | |
| Online-Zugang: | Volltext Volltext |
| Zusammenfassung: | The word tensegrity results from the contraction of tensional and integrity, a word created by Richard Buckminster Fuller. He went on to describe tensegrity structures as islands of compression in an ocean of tension, and Reň Motro has developed a comprehensive definition which is systems in a stable self equilibriated system comprising a discontinuous set of compressed components inside a continuum of tensioned components. This publication represents the life work of a leading exponent of a revolutionary and exciting method of structural design. * Represents the life work of a leading exponent of a revolutionary and exciting method of structural design * Applicable to architecture as an established structural system, can also be applied to other fields * Design professionals will be able to design better structures. Interested non-professionals will experience the great pleasure of being able to say "I understand why the Hisshorn tower stands up." |
| Beschreibung: | 1 online resource (xvii, 238 pages) : illustrations |
| Bibliographie: | Includes bibliographical references (pages 228-236) and index. |
| ISBN: | 1417526696 9781417526697 9781903996379 1903996376 0080542344 9780080542348 |
Internformat
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| 245 | 1 | 0 | |a Tensegrity : |b structural systems for the future / |c René Motro. |
| 260 | |a London ; |a Sterling, VA : |b Kogan Page Science, |c 2003. | ||
| 300 | |a 1 online resource (xvii, 238 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
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| 504 | |a Includes bibliographical references (pages 228-236) and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a 1. Introduction -- 2. History and definitions -- 2-1. Introduction; 2-2. History; 2-3. Definitions; 2-4. Conclusion -- 3. Fundamental concepts -- 3-1. Introduction; 3-2. Relational structure; 3-3. Geometry and stability; 3-4. Selfstress states and mechanisms; 3-5. Conclusion -- 4. Typologies -- 4-1. Introduction; 4-2. Typology criteria and codification; 4-3. Elementary cells or spherical cells; 4-4. Assemblies of cells; 4-5. Conclusion -- 5. Models -- 5-1. Introduction; 5-2. Problems to solve; 5-3. Form finding; 5-4. Selfstress and mechanisms; 5-5. Selftress qualification; 5-6. Designing tensegrity systems; 5-7. Active control; 5-8. Conclusion -- 6. Foldable tensegrities -- 6-1. Introduction; 6-2. Folding principle; 6-3. Foldable modules; 6-4. Foldable assemblies; 6-5. Folding design; 6-6. Simulation of the folding process; 6-7. Modelling the contact of two struts; 6-8. Conclusion -- 7. Tensegrity: Latest And future developments -- 7-1. Introduction; 7-2. New tensegrity grids; 7-3. Other projects; 7-4. Tensegrity as a structural principle; 7-5. Conclusion -- 8. Bibliography -- 9. Appendices. | |
| 520 | |a The word tensegrity results from the contraction of tensional and integrity, a word created by Richard Buckminster Fuller. He went on to describe tensegrity structures as islands of compression in an ocean of tension, and Reň Motro has developed a comprehensive definition which is systems in a stable self equilibriated system comprising a discontinuous set of compressed components inside a continuum of tensioned components. This publication represents the life work of a leading exponent of a revolutionary and exciting method of structural design. * Represents the life work of a leading exponent of a revolutionary and exciting method of structural design * Applicable to architecture as an established structural system, can also be applied to other fields * Design professionals will be able to design better structures. Interested non-professionals will experience the great pleasure of being able to say "I understand why the Hisshorn tower stands up." | ||
| 650 | 0 | |a Geodesic domes. |0 http://id.loc.gov/authorities/subjects/sh85053966 | |
| 650 | 0 | |a Structural analysis (Engineering) |0 http://id.loc.gov/authorities/subjects/sh85129216 | |
| 650 | 6 | |a Dômes géodésiques. | |
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| 776 | 0 | 8 | |i Print version: |a Motro, René, 1946- |t Tensegrity. |d London ; Sterling, VA : Kogan Page Science, 2003 |z 1903996376 |w (DLC) 2003007305 |w (OCoLC)53325359 |
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Datensatz im Suchindex
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|---|---|
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| adam_text | |
| any_adam_object | |
| author | Motro, René, 1946- |
| author_GND | http://id.loc.gov/authorities/names/n2003002433 |
| author_facet | Motro, René, 1946- |
| author_role | |
| author_sort | Motro, René, 1946- |
| author_variant | r m rm |
| building | Verbundindex |
| bvnumber | localFWS |
| callnumber-first | T - Technology |
| callnumber-label | TA660 |
| callnumber-raw | TA660.D6 M57 2003eb |
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| callnumber-subject | TA - General and Civil Engineering |
| collection | ZDB-4-EBA |
| contents | 1. Introduction -- 2. History and definitions -- 2-1. Introduction; 2-2. History; 2-3. Definitions; 2-4. Conclusion -- 3. Fundamental concepts -- 3-1. Introduction; 3-2. Relational structure; 3-3. Geometry and stability; 3-4. Selfstress states and mechanisms; 3-5. Conclusion -- 4. Typologies -- 4-1. Introduction; 4-2. Typology criteria and codification; 4-3. Elementary cells or spherical cells; 4-4. Assemblies of cells; 4-5. Conclusion -- 5. Models -- 5-1. Introduction; 5-2. Problems to solve; 5-3. Form finding; 5-4. Selfstress and mechanisms; 5-5. Selftress qualification; 5-6. Designing tensegrity systems; 5-7. Active control; 5-8. Conclusion -- 6. Foldable tensegrities -- 6-1. Introduction; 6-2. Folding principle; 6-3. Foldable modules; 6-4. Foldable assemblies; 6-5. Folding design; 6-6. Simulation of the folding process; 6-7. Modelling the contact of two struts; 6-8. Conclusion -- 7. Tensegrity: Latest And future developments -- 7-1. Introduction; 7-2. New tensegrity grids; 7-3. Other projects; 7-4. Tensegrity as a structural principle; 7-5. Conclusion -- 8. Bibliography -- 9. Appendices. |
| ctrlnum | (OCoLC)56409377 |
| dewey-full | 624.1 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1 |
| dewey-search | 624.1 |
| dewey-sort | 3624.1 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
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Introduction -- 2. History and definitions -- 2-1. Introduction; 2-2. History; 2-3. Definitions; 2-4. Conclusion -- 3. Fundamental concepts -- 3-1. Introduction; 3-2. Relational structure; 3-3. Geometry and stability; 3-4. Selfstress states and mechanisms; 3-5. Conclusion -- 4. Typologies -- 4-1. Introduction; 4-2. Typology criteria and codification; 4-3. Elementary cells or spherical cells; 4-4. Assemblies of cells; 4-5. Conclusion -- 5. Models -- 5-1. Introduction; 5-2. Problems to solve; 5-3. Form finding; 5-4. Selfstress and mechanisms; 5-5. Selftress qualification; 5-6. Designing tensegrity systems; 5-7. Active control; 5-8. Conclusion -- 6. Foldable tensegrities -- 6-1. Introduction; 6-2. Folding principle; 6-3. Foldable modules; 6-4. Foldable assemblies; 6-5. Folding design; 6-6. Simulation of the folding process; 6-7. Modelling the contact of two struts; 6-8. Conclusion -- 7. Tensegrity: Latest And future developments -- 7-1. Introduction; 7-2. New tensegrity grids; 7-3. Other projects; 7-4. Tensegrity as a structural principle; 7-5. Conclusion -- 8. Bibliography -- 9. Appendices.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The word tensegrity results from the contraction of tensional and integrity, a word created by Richard Buckminster Fuller. He went on to describe tensegrity structures as islands of compression in an ocean of tension, and Reň Motro has developed a comprehensive definition which is systems in a stable self equilibriated system comprising a discontinuous set of compressed components inside a continuum of tensioned components. This publication represents the life work of a leading exponent of a revolutionary and exciting method of structural design. * Represents the life work of a leading exponent of a revolutionary and exciting method of structural design * Applicable to architecture as an established structural system, can also be applied to other fields * Design professionals will be able to design better structures. 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| genre | dissertations. aat Academic theses fast Academic theses. lcgft http://id.loc.gov/authorities/genreForms/gf2014026039 Thèses et écrits académiques. rvmgf |
| genre_facet | dissertations. Academic theses Academic theses. Thèses et écrits académiques. |
| id | ZDB-4-EBA-ocm56409377 |
| illustrated | Illustrated |
| indexdate | 2024-11-27T13:15:35Z |
| institution | BVB |
| isbn | 1417526696 9781417526697 9781903996379 1903996376 0080542344 9780080542348 |
| language | English |
| oclc_num | 56409377 |
| open_access_boolean | |
| owner | MAIN DE-863 DE-BY-FWS |
| owner_facet | MAIN DE-863 DE-BY-FWS |
| physical | 1 online resource (xvii, 238 pages) : illustrations |
| psigel | ZDB-4-EBA |
| publishDate | 2003 |
| publishDateSearch | 2003 |
| publishDateSort | 2003 |
| publisher | Kogan Page Science, |
| record_format | marc |
| spelling | Motro, René, 1946- https://id.oclc.org/worldcat/entity/E39PBJxxdyT6ygkHcXrMDbmcfq http://id.loc.gov/authorities/names/n2003002433 Tensegrity : structural systems for the future / René Motro. London ; Sterling, VA : Kogan Page Science, 2003. 1 online resource (xvii, 238 pages) : illustrations text txt rdacontent computer c rdamedia online resource cr rdacarrier Includes bibliographical references (pages 228-236) and index. Print version record. 1. Introduction -- 2. History and definitions -- 2-1. Introduction; 2-2. History; 2-3. Definitions; 2-4. Conclusion -- 3. Fundamental concepts -- 3-1. Introduction; 3-2. Relational structure; 3-3. Geometry and stability; 3-4. Selfstress states and mechanisms; 3-5. Conclusion -- 4. Typologies -- 4-1. Introduction; 4-2. Typology criteria and codification; 4-3. Elementary cells or spherical cells; 4-4. Assemblies of cells; 4-5. Conclusion -- 5. Models -- 5-1. Introduction; 5-2. Problems to solve; 5-3. Form finding; 5-4. Selfstress and mechanisms; 5-5. Selftress qualification; 5-6. Designing tensegrity systems; 5-7. Active control; 5-8. Conclusion -- 6. Foldable tensegrities -- 6-1. Introduction; 6-2. Folding principle; 6-3. Foldable modules; 6-4. Foldable assemblies; 6-5. Folding design; 6-6. Simulation of the folding process; 6-7. Modelling the contact of two struts; 6-8. Conclusion -- 7. Tensegrity: Latest And future developments -- 7-1. Introduction; 7-2. New tensegrity grids; 7-3. Other projects; 7-4. Tensegrity as a structural principle; 7-5. Conclusion -- 8. Bibliography -- 9. Appendices. The word tensegrity results from the contraction of tensional and integrity, a word created by Richard Buckminster Fuller. He went on to describe tensegrity structures as islands of compression in an ocean of tension, and Reň Motro has developed a comprehensive definition which is systems in a stable self equilibriated system comprising a discontinuous set of compressed components inside a continuum of tensioned components. This publication represents the life work of a leading exponent of a revolutionary and exciting method of structural design. * Represents the life work of a leading exponent of a revolutionary and exciting method of structural design * Applicable to architecture as an established structural system, can also be applied to other fields * Design professionals will be able to design better structures. Interested non-professionals will experience the great pleasure of being able to say "I understand why the Hisshorn tower stands up." Geodesic domes. http://id.loc.gov/authorities/subjects/sh85053966 Structural analysis (Engineering) http://id.loc.gov/authorities/subjects/sh85129216 Dômes géodésiques. Théorie des constructions. geodesic domes. aat structural analysis. aat TECHNOLOGY & ENGINEERING Structural. bisacsh Geodesic domes fast Structural analysis (Engineering) fast dissertations. aat Academic theses fast Academic theses. lcgft http://id.loc.gov/authorities/genreForms/gf2014026039 Thèses et écrits académiques. rvmgf Print version: Motro, René, 1946- Tensegrity. London ; Sterling, VA : Kogan Page Science, 2003 1903996376 (DLC) 2003007305 (OCoLC)53325359 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=114104 Volltext FWS01 ZDB-4-EBA FWS_PDA_EBA https://www.sciencedirect.com/science/book/9781903996379 Volltext |
| spellingShingle | Motro, René, 1946- Tensegrity : structural systems for the future / 1. Introduction -- 2. History and definitions -- 2-1. Introduction; 2-2. History; 2-3. Definitions; 2-4. Conclusion -- 3. Fundamental concepts -- 3-1. Introduction; 3-2. Relational structure; 3-3. Geometry and stability; 3-4. Selfstress states and mechanisms; 3-5. Conclusion -- 4. Typologies -- 4-1. Introduction; 4-2. Typology criteria and codification; 4-3. Elementary cells or spherical cells; 4-4. Assemblies of cells; 4-5. Conclusion -- 5. Models -- 5-1. Introduction; 5-2. Problems to solve; 5-3. Form finding; 5-4. Selfstress and mechanisms; 5-5. Selftress qualification; 5-6. Designing tensegrity systems; 5-7. Active control; 5-8. Conclusion -- 6. Foldable tensegrities -- 6-1. Introduction; 6-2. Folding principle; 6-3. Foldable modules; 6-4. Foldable assemblies; 6-5. Folding design; 6-6. Simulation of the folding process; 6-7. Modelling the contact of two struts; 6-8. Conclusion -- 7. Tensegrity: Latest And future developments -- 7-1. Introduction; 7-2. New tensegrity grids; 7-3. Other projects; 7-4. Tensegrity as a structural principle; 7-5. Conclusion -- 8. Bibliography -- 9. Appendices. Geodesic domes. http://id.loc.gov/authorities/subjects/sh85053966 Structural analysis (Engineering) http://id.loc.gov/authorities/subjects/sh85129216 Dômes géodésiques. Théorie des constructions. geodesic domes. aat structural analysis. aat TECHNOLOGY & ENGINEERING Structural. bisacsh Geodesic domes fast Structural analysis (Engineering) fast |
| subject_GND | http://id.loc.gov/authorities/subjects/sh85053966 http://id.loc.gov/authorities/subjects/sh85129216 http://id.loc.gov/authorities/genreForms/gf2014026039 |
| title | Tensegrity : structural systems for the future / |
| title_auth | Tensegrity : structural systems for the future / |
| title_exact_search | Tensegrity : structural systems for the future / |
| title_full | Tensegrity : structural systems for the future / René Motro. |
| title_fullStr | Tensegrity : structural systems for the future / René Motro. |
| title_full_unstemmed | Tensegrity : structural systems for the future / René Motro. |
| title_short | Tensegrity : |
| title_sort | tensegrity structural systems for the future |
| title_sub | structural systems for the future / |
| topic | Geodesic domes. http://id.loc.gov/authorities/subjects/sh85053966 Structural analysis (Engineering) http://id.loc.gov/authorities/subjects/sh85129216 Dômes géodésiques. Théorie des constructions. geodesic domes. aat structural analysis. aat TECHNOLOGY & ENGINEERING Structural. bisacsh Geodesic domes fast Structural analysis (Engineering) fast |
| topic_facet | Geodesic domes. Structural analysis (Engineering) Dômes géodésiques. Théorie des constructions. geodesic domes. structural analysis. TECHNOLOGY & ENGINEERING Structural. Geodesic domes dissertations. Academic theses Academic theses. Thèses et écrits académiques. |
| url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=114104 https://www.sciencedirect.com/science/book/9781903996379 |
| work_keys_str_mv | AT motrorene tensegritystructuralsystemsforthefuture |