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This dissertation is an in depth study of the design and behaviour of tensegrity space structures. It deals with various aspects of these systems including form-finding and analysis. The dynamic relaxation method is employed to develop a software solution for the design and analysis of tensegrity sy...
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| Format: | Thesis |
| Language: | English |
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Department of Civil Engineering
2014
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| _version_ | 1867614314079191040 |
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| access_status_str | Open Access |
| author | Sulaiman, Muzzammil |
| author2 | Zingoni, Alphose |
| author_browse | Sulaiman, Muzzammil Zingoni, Alphose |
| author_facet | Zingoni, Alphose Sulaiman, Muzzammil |
| author_sort | Sulaiman, Muzzammil |
| collection | Thesis |
| description | This dissertation is an in depth study of the design and behaviour of tensegrity space structures. It deals with various aspects of these systems including form-finding and analysis. The dynamic relaxation method is employed to develop a software solution for the design and analysis of tensegrity systems with a focus on its application to irregular forms. This method employs an iterative finite difference approach to integrate nodal parameters over time increments. |
| format | Thesis |
| id | oai:open.uct.ac.za:11427/10681 |
| institution | University of Cape Town (South Africa) |
| language | eng |
| last_indexed | 2026-06-10T12:50:04.290Z |
| license_str | Not specified — see source repository |
| provenance_str_mv | Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository |
| publishDate | 2014 |
| publishDateRange | 2014 |
| publishDateSort | 2014 |
| publisher | Department of Civil Engineering |
| publisherStr | Department of Civil Engineering |
| record_format | dspace |
| source_str | UCTD — University of Cape Town Open Access Repository |
| spelling | oai:open.uct.ac.za:11427/10681 Tensegrity space structures : static, kinematic and stability behaviour Sulaiman, Muzzammil Zingoni, Alphose Civil Engineering This dissertation is an in depth study of the design and behaviour of tensegrity space structures. It deals with various aspects of these systems including form-finding and analysis. The dynamic relaxation method is employed to develop a software solution for the design and analysis of tensegrity systems with a focus on its application to irregular forms. This method employs an iterative finite difference approach to integrate nodal parameters over time increments. 2014-12-31T19:25:30Z 2014-12-31T19:25:30Z 2011 Master Thesis Masters MSc http://hdl.handle.net/11427/10681 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town |
| spellingShingle | Civil Engineering Sulaiman, Muzzammil Tensegrity space structures : static, kinematic and stability behaviour |
| thesis_degree_str | Master's |
| title | Tensegrity space structures : static, kinematic and stability behaviour |
| title_full | Tensegrity space structures : static, kinematic and stability behaviour |
| title_fullStr | Tensegrity space structures : static, kinematic and stability behaviour |
| title_full_unstemmed | Tensegrity space structures : static, kinematic and stability behaviour |
| title_short | Tensegrity space structures : static, kinematic and stability behaviour |
| title_sort | tensegrity space structures static kinematic and stability behaviour |
| topic | Civil Engineering |
| url | http://hdl.handle.net/11427/10681 |
| work_keys_str_mv | AT sulaimanmuzzammil tensegrityspacestructuresstatickinematicandstabilitybehaviour |