Behaviour of short and slender concrete-filled stainless steel tubular columns
By Brian Uy, Z. Tao, Lin-Hai Han. 2011
460 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/1d657ff5c90795e055106261fc5fbfa010296e6d
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Description of stress-strain curves for stainless steel alloys (2015, unknown): “…and Young (2001) 1.4301 2 Cold- formed RD T 5 Yousuf et al. (2013) 1.4301 16 Cold- formed RD T 2-3 Fan et al. (2014) 1.4301 12 Cold- formed RD T 1.2-4.8 Uy et al. (2011) 1.4301 3 Cold- formed RD T 5 Han et al. (2013) 1.4401 6 Cold- formed RD T 2-3 Theofanous et al. (2009) 1.4301 2…”
- Behaviour of recycled aggregate concrete filled stainless steel stub columns (2013, unknown): “In fact, as a comparatively new construction material, stainless steel can be used to replace carbon steel for enhancing the durability and ductility of CFST columns [16].”
- Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research (2019, methodology): “In order to examine the feasibility of using existing design codes to predict the ultimate strength of CFSST columns, the predictions from the Australian design code AS 5100 [55], American code ANSI/AISC 360-05 [56], Chinese code DBJ/T 13-51-2010 [57] and Eurocode 4 [58] were compared to the test re”