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A theoretical comparative study of methods for determining natural frequencies of vibration and their corresponding mode shapes is presented for the case of cantilevers, simply supported and continuous beam structures. Different methods are used, such as classical, energy and matrix methods. Effects...
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| Other Authors: | |
| Format: | Thesis |
| Language: | English |
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Department of Civil Engineering
2016
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| _version_ | 1867613698864971776 |
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| access_status_str | Open Access |
| author | Weinheimer, Stefanie |
| author2 | De Kock, M O |
| author_browse | De Kock, M O Weinheimer, Stefanie |
| author_facet | De Kock, M O Weinheimer, Stefanie |
| author_sort | Weinheimer, Stefanie |
| collection | Thesis |
| description | A theoretical comparative study of methods for determining natural frequencies of vibration and their corresponding mode shapes is presented for the case of cantilevers, simply supported and continuous beam structures. Different methods are used, such as classical, energy and matrix methods. Effects of mass lumpings are investigated. A literature review is given for the general problem of dynamic behaviour of highway bridges, including the passage of heavy vehicles. |
| format | Thesis |
| id | oai:open.uct.ac.za:11427/17676 |
| institution | University of Cape Town (South Africa) |
| language | eng |
| last_indexed | 2026-06-10T12:40:17.576Z |
| license_str | Not specified — see source repository |
| provenance_str_mv | Harvested via OAI-PMH from UCTD — University of Cape Town Open Access Repository |
| publishDate | 2016 |
| publishDateRange | 2016 |
| publishDateSort | 2016 |
| 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:11427/17676 Aspects of vibration in bridge-girders Weinheimer, Stefanie De Kock, M O Civil Engineering A theoretical comparative study of methods for determining natural frequencies of vibration and their corresponding mode shapes is presented for the case of cantilevers, simply supported and continuous beam structures. Different methods are used, such as classical, energy and matrix methods. Effects of mass lumpings are investigated. A literature review is given for the general problem of dynamic behaviour of highway bridges, including the passage of heavy vehicles. 2016-03-14T07:03:07Z 2016-03-14T07:03:07Z 1972 Master Thesis Masters MSc (Eng) http://hdl.handle.net/11427/17676 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town |
| spellingShingle | Civil Engineering Weinheimer, Stefanie Aspects of vibration in bridge-girders |
| thesis_degree_str | Master's |
| title | Aspects of vibration in bridge-girders |
| title_full | Aspects of vibration in bridge-girders |
| title_fullStr | Aspects of vibration in bridge-girders |
| title_full_unstemmed | Aspects of vibration in bridge-girders |
| title_short | Aspects of vibration in bridge-girders |
| title_sort | aspects of vibration in bridge girders |
| topic | Civil Engineering |
| url | http://hdl.handle.net/11427/17676 |
| work_keys_str_mv | AT weinheimerstefanie aspectsofvibrationinbridgegirders |