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Dynamic evaluation of the solar chimney

Thesis (MEng (Civil Engineering))--University of Stellenbosch, 2005.

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Bibliographic Details
Main Author: Rousseau, Jean-Pierre
Other Authors: Van Zijl, G. P. A. G.
Format: Thesis
Language:English
Published: Stellenbosch : University of Stellenbosch 2008
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access_status_str Open Access
author Rousseau, Jean-Pierre
author2 Van Zijl, G. P. A. G.
author_browse Rousseau, Jean-Pierre
Van Zijl, G. P. A. G.
author_facet Van Zijl, G. P. A. G.
Rousseau, Jean-Pierre
author_sort Rousseau, Jean-Pierre
collection Thesis
dc_rights_str_mv University of Stellenbosch
description Thesis (MEng (Civil Engineering))--University of Stellenbosch, 2005.
format Thesis
id oai:scholar.sun.ac.za:10019.1/1674
institution Stellenbosch University (South Africa)
language English
last_indexed 2026-06-10T12:43:50.076Z
license_str Other — see source repository
provenance_str_mv Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository
publishDate 2008
publishDateRange 2008
publishDateSort 2008
publisher Stellenbosch : University of Stellenbosch
publisherStr Stellenbosch : University of Stellenbosch
record_format dspace
source_str SUNScholar — Stellenbosch University Repository
spelling oai:scholar.sun.ac.za:10019.1/1674 Dynamic evaluation of the solar chimney Rousseau, Jean-Pierre Van Zijl, G. P. A. G. University of Stellenbosch. Faculty of Engineering. Dept. of Civil Engineering. Theses -- Civil engineering Dissertations -- Civil engineering Solar power plants Civil engineering Thesis (MEng (Civil Engineering))--University of Stellenbosch, 2005. Previous studies on the solar chimney have shown that its structural integrity might be compromised by the occurrence of resonance. A structure may displace excessively when a load of the same frequency as a structural eigen-frequency is applied. The wind gust spectrum peaks near the solar chimney’s fundamental resonance frequency. This phenomenon poses a reliability threat, not only to the solar chimney, but also to all high-rise, slender structures. Structural dynamics describe the response of a structure to a varying load. The dynamic equation incorporates four terms that bind the factors responsible for resonance: kinetic energy, dissipated energy (damping), stiffness energy and input energy (loading). After a brief literature study on classical chimney design procedures, the study scrutinises each of these terms individually in the context of the solar chimney as designed to date. A dynamic analysis is undertaken with all the above-mentioned parameters as defined and estimated by the study. The results from the analysis show amplifications of approximately three times the static displacements. In load cases where the wind direction inverts along the height, higher eigen-modes are excited. However, the most severe dynamic amplification occurs at the fundamental eigen-mode. In the context of solar chimney research, this study brings valuable new insights regarding the dynamic behaviour of the chimney structure to the fore. 2008-07-28T11:50:02Z 2010-06-01T08:30:22Z 2008-07-28T11:50:02Z 2010-06-01T08:30:22Z 2005-12 Thesis http://hdl.handle.net/10019.1/1674 en University of Stellenbosch application/pdf Stellenbosch : University of Stellenbosch
spellingShingle Theses -- Civil engineering
Dissertations -- Civil engineering
Solar power plants
Civil engineering
Rousseau, Jean-Pierre
Dynamic evaluation of the solar chimney
title Dynamic evaluation of the solar chimney
title_full Dynamic evaluation of the solar chimney
title_fullStr Dynamic evaluation of the solar chimney
title_full_unstemmed Dynamic evaluation of the solar chimney
title_short Dynamic evaluation of the solar chimney
title_sort dynamic evaluation of the solar chimney
topic Theses -- Civil engineering
Dissertations -- Civil engineering
Solar power plants
Civil engineering
url http://hdl.handle.net/10019.1/1674
work_keys_str_mv AT rousseaujeanpierre dynamicevaluationofthesolarchimney