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Department of Civil Engineering

Tensegrity space structures : static, kinematic and stability behaviour

Abstract

dc:description.abstract

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.

Degree

thesis:*
Grantor dc:publisher.institution
Department of Civil Engineering
Year dc:date.issued
2011

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Sulaiman, Muzzammil
Advisor dc:contributor.advisor
  • Zingoni, Alphose

Rights

Language dc:language.iso
eng

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/11427/10681
OAI identifier oai:identifier
oai:open.uct.ac.za:11427/10681

Chain of custody

source
Harvested from
University of Cape Town
Base URL
open.uct.ac.za/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Sulaiman, Muzzammil. Tensegrity space structures : static, kinematic and stability behaviour. Department of Civil Engineering, 2011. http://hdl.handle.net/11427/10681