Test and Analysis for Shearing Behavior of Circular CFST Columns
Test and Analysis for Shearing Behavior of Circular CFST Columns
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Publisher
Basel: MDPI AG
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Language
English
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Basel: MDPI AG
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Contents
Concrete-filled steel tubular (CFST) structures are well known to possess high strength and ductility. CFST members are used under complex stress states, such as beam–columns, piers, caissons, or other foundation components. Recommendations for the design and construction of concrete-filled steel tubular (CFST) structures were published in 1997 and...
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Full title
Test and Analysis for Shearing Behavior of Circular CFST Columns
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TN_cdi_doaj_primary_oai_doaj_org_article_485d593e52f9417cba0d998c217ab37e
Permalink
https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_485d593e52f9417cba0d998c217ab37e
Other Identifiers
ISSN
2075-5309
E-ISSN
2075-5309
DOI
10.3390/buildings14123871
