Analytical structural reliability analysis of a suspended cable
- Submitting institution
-
University of Newcastle upon Tyne
- Unit of assessment
- 12 - Engineering
- Output identifier
- 215540-86067-1293
- Type
- D - Journal article
- DOI
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10.1016/j.strusafe.2015.08.001
- Title of journal
- Structural Safety
- Article number
- -
- First page
- 20
- Volume
- 58
- Issue
- -
- ISSN
- 0167-4730
- Open access status
- Compliant
- Month of publication
- September
- Year of publication
- 2015
- URL
-
http://dx.doi.org/10.1016/j.strusafe.2015.08.001
- Supplementary information
-
-
- Request cross-referral to
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- Output has been delayed by COVID-19
- No
- COVID-19 affected output statement
- -
- Forensic science
- No
- Criminology
- No
- Interdisciplinary
- No
- Number of additional authors
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2
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- Suspended cables, including transmission lines, suspension bridges and roofs, are widely used as long-span engineering solutions. These are safety and peformance-critical structural systems that are highly geometrically non-linear. Previous approaches have considered numerical methods such as finite element analysis coupled with finite difference approximations. Here, analytical solutions are developed for both the structural analysis and the reliability analysis.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -