Pseudo-static tests of terminal stirrup-confined concrete-filled rectangular steel tubular columns
- Submitting institution
-
University of Plymouth
- Unit of assessment
- 12 - Engineering
- Output identifier
- 68
- Type
- D - Journal article
- DOI
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10.1016/j.jcsr.2018.01.017
- Title of journal
- Journal of Constructional Steel Research
- Article number
- -
- First page
- 135
- Volume
- 144
- Issue
- -
- ISSN
- 0143-974X
- Open access status
- Compliant
- Month of publication
- -
- Year of publication
- 2018
- URL
-
-
- Supplementary information
-
-
- Request cross-referral to
- -
- 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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4
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- This paper experimentally studies the seismic behaviour of large scale stirrup-confined concrete-filled steel tubular columns, and tests a wide range of configurations to optimise the structural performance. The work is significant because it explores new solutions for mega structures such as super high-rise buildings or cross-sea bridge structures. The method has been used to guide wider research on structural components of hollow sectional tubular structures since publication (e.g. https://doi.org/10.1016/j.jcsr.2018.07.025; https://doi.org/10.1007/s11431-017-9365-0).
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -