Behavior of Circular Fiber-Reinforced Polymer–Steel-Confined Concrete Columns Subjected to Reversed Cyclic Loads: Experimental Studies and Finite-Element Analysis
- Submitting institution
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The University of Leeds
- Unit of assessment
- 12 - Engineering
- Output identifier
- CIVIL-72
- Type
- D - Journal article
- DOI
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10.1061/(ASCE)ST.1943-541X.0002373
- Title of journal
- Journal of Structural Engineering
- Article number
- 04019085
- First page
- -
- Volume
- 145
- Issue
- 9
- ISSN
- 0733-9445
- Open access status
- Compliant
- Month of publication
- June
- Year of publication
- 2019
- 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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5
- Research group(s)
-
-
- Proposed double-weighted
- No
- Reserve for an output with double weighting
- No
- Additional information
- A new construction method is presented for reinforced concrete structures under the confinement of composites under aggressive environments and dynamic actions (e.g. bridge piers, offshore underground structures). A new procedure estimates dynamic behaviour accounting for the coupling action, improving the safety of concrete structures. The basics of displacement-based safety design approach are established. The findings have been adopted by the latest version of Chinese Standards JGJ3: Technical specification for concrete structures of tall buildings.
- Author contribution statement
- -
- Non-English
- No
- English abstract
- -
