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Seismic analysis of pipelines with yielding supports
Includes bibliography.
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| Main Author: | |
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| Other Authors: | |
| Format: | Thesis |
| Language: | English |
| Published: |
Department of Civil Engineering
2014
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| _version_ | 1867613159628472320 |
|---|---|
| access_status_str | Open Access |
| author | Ibell, Christopher Anthony |
| author2 | Martin, JB |
| author_browse | Ibell, Christopher Anthony Martin, JB |
| author_facet | Martin, JB Ibell, Christopher Anthony |
| author_sort | Ibell, Christopher Anthony |
| collection | Thesis |
| description | Includes bibliography. |
| format | Thesis |
| id | oai:open.uct.ac.za:11427/7579 |
| institution | University of Cape Town (South Africa) |
| language | eng |
| last_indexed | 2026-06-10T12:31:43.046Z |
| 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:11427/7579 Seismic analysis of pipelines with yielding supports Ibell, Christopher Anthony Martin, JB Civil engineering Includes bibliography. Pipelines in structures such as a nuclear reactor can be analysed separately when the structure is subjected to seismic type loading. The pipeline is modelled with various types of supports, such as a rigid support or an elastic support. The pipeline is analysed and designed so that stresses in the pipeline and at the supports are acceptable. When the pipeline is subjected to a larger intensity earthquake than that designed for, the stresses at some supports may exceed the yield stresses, causing the support to yield. The yielding of a support can influence the response at the other supports in the pipeline, and in some cases cause failure of the supports to occur. This thesis investigates the effect yielding of an internal pipe hangar support in a two-span pipeline has on the adjacent end supports. Essentially the findings are that the yielding of the pipe hangar support is not detrimental to the overall stability of the pipeline, as long as the support does not yield excessively. 2014-09-22T07:49:30Z 2014-09-22T07:49:30Z 1984 Master Thesis Masters MSc http://hdl.handle.net/11427/7579 eng application/pdf Department of Civil Engineering Faculty of Engineering and the Built Environment University of Cape Town |
| spellingShingle | Civil engineering Ibell, Christopher Anthony Seismic analysis of pipelines with yielding supports |
| thesis_degree_str | Master's |
| title | Seismic analysis of pipelines with yielding supports |
| title_full | Seismic analysis of pipelines with yielding supports |
| title_fullStr | Seismic analysis of pipelines with yielding supports |
| title_full_unstemmed | Seismic analysis of pipelines with yielding supports |
| title_short | Seismic analysis of pipelines with yielding supports |
| title_sort | seismic analysis of pipelines with yielding supports |
| topic | Civil engineering |
| url | http://hdl.handle.net/11427/7579 |
| work_keys_str_mv | AT ibellchristopheranthony seismicanalysisofpipelineswithyieldingsupports |