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Investigation into the structural behaviour of portal frames
Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2009.
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| Other Authors: | |
| Format: | Thesis |
| Language: | English |
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Stellenbosch : University of Stellenbosch
2009
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| _version_ | 1867613827329163264 |
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| access_status_str | Open Access |
| author | Rudman, Chantal |
| author2 | Dunaiski, P. E. |
| author_browse | Dunaiski, P. E. Rudman, Chantal |
| author_facet | Dunaiski, P. E. Rudman, Chantal |
| author_sort | Rudman, Chantal |
| collection | Thesis |
| dc_rights_str_mv | University of Stellenbosch |
| description | Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2009. |
| format | Thesis |
| id | oai:scholar.sun.ac.za:10019.1/1853 |
| institution | Stellenbosch University (South Africa) |
| language | English |
| last_indexed | 2026-06-10T12:42:19.474Z |
| license_str | Other — see source repository |
| provenance_str_mv | Harvested via OAI-PMH from SUNScholar — Stellenbosch University Repository |
| publishDate | 2009 |
| publishDateRange | 2009 |
| publishDateSort | 2009 |
| 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:10019.1/1853 Investigation into the structural behaviour of portal frames Rudman, Chantal Dunaiski, P. E. Pahl, P. J. University of Stellenbosch. Faculty of Engineering. Dept. of Civil Engineering. Theses -- Civil engineering Dissertations -- Civil engineering Structures, Flexible Structures, Stability of Steel, Structural Thesis (MScEng (Civil Engineering))--University of Stellenbosch, 2009. An established procedure for analysing perforated plates is based on treating material as an equivalent elastic constants. In this steel plates thickness to with ligament pitch ratios solid material investigation, efficiencies of of 0.648 were the stress in the perforated with modified thin perforated 0.074 and plate tested. The effective Young's moduli and determined for these perforated existing recommendations. An established procedure for analysing perforated plates is based on treating material as an equivalent elastic constants. In this steel plates thickness to with ligament pitch ratios solid material investigation, efficiencies of of 0.648 were the stress in the perforated with modified thin perforated 0.074 and plate tested. The effective Young's moduli and determined for these perforated existing recommendations. 2009-02-25T09:37:27Z 2010-06-01T08:34:51Z 2009-02-25T09:37:27Z 2010-06-01T08:34:51Z 2009-03 Thesis http://hdl.handle.net/10019.1/1853 en University of Stellenbosch application/pdf Stellenbosch : University of Stellenbosch |
| spellingShingle | Theses -- Civil engineering Dissertations -- Civil engineering Structures, Flexible Structures, Stability of Steel, Structural Rudman, Chantal Investigation into the structural behaviour of portal frames |
| title | Investigation into the structural behaviour of portal frames |
| title_full | Investigation into the structural behaviour of portal frames |
| title_fullStr | Investigation into the structural behaviour of portal frames |
| title_full_unstemmed | Investigation into the structural behaviour of portal frames |
| title_short | Investigation into the structural behaviour of portal frames |
| title_sort | investigation into the structural behaviour of portal frames |
| topic | Theses -- Civil engineering Dissertations -- Civil engineering Structures, Flexible Structures, Stability of Steel, Structural |
| url | http://hdl.handle.net/10019.1/1853 |
| work_keys_str_mv | AT rudmanchantal investigationintothestructuralbehaviourofportalframes |