Fire performance of concrete filled stainless steel tubular columns
By Lin-Hai Han, Feng Chen, Fei-Yu Liao, Z. Tao, Brian Uy. 2013
140 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/a3fb62aa6286265b9b7b5c75a42e798ef75a5f06
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Behaviour of structural stainless steel cross-sections under combined loading – Part I: Experimental study (2015, background): “[8] Han LH, Chen F, Liao FY, Tao Z, Uy B.”
- Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research (2019, methodology): “[23] conducted an experimental investigation on five full-scale CFSST columns in standard fire test conditions, where the length of the”
- Description of stress-strain curves for stainless steel alloys (2015, unknown): “1.4301, 1.4435 139 Sheets RD, TD T, C 2-10 Rasmussen (2001) 1.4301 8 Cold- formed RD T, C 3 Rasmussen and Hancock (1993a) 1.4301 2 Cold- formed RD T 3 Rasmussen and Hasham (2001) 1.4301 3 Cold- formed RD T 3 Rasmussen and Young (2001) 1.4301 2 Cold- formed RD T 5 Yousuf et al. (2013) 1.4301 16 Cold-”