Comparative Numerical Study on Concrete-Filled Stainless Steel Tubular (CFSST) Columns with Square Sections Exposed to Fire
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63280-8_16
Reference9 articles.
1. Han LH, Chen F, Liao FY, Tao Z, Uy B (2013) Fire performance of concrete filled stainless steel tubular columns. Eng Struct 56:165–181. https://doi.org/10.1016/j.engstruct.2013.05.005
2. Tao Z, Ghannam M, Song TY, Han LH (2016) Experimental and numerical investigation of concrete-filled stainless steel columns exposed to fire. J Constr Steel Res 118:120–134. https://doi.org/10.1016/j.jcsr.2015.11.003
3. Mao WJ, Da Wang W, Xian W (2020) Numerical analysis on fire performance of steel-reinforced concrete-filled steel tubular columns with square cross-section. Structures 28:1–16. https://doi.org/10.1016/j.istruc.2020.08.043
4. Cakiroglu C, Islam K, Bekdaş G, Billah M (2021) CO2 emission and cost optimization of concrete-filled steel tubular (CFST) columns using metaheuristic algorithms. Sustainability 13(14). https://doi.org/10.3390/su13148092
5. Lu H, Zhao XL, Han LH (2009) Fire behaviour of high strength self-consolidating concrete filled steel tubular stub columns. J Constr Steel Res 65(10–11):1995–2010. https://doi.org/10.1016/J.JCSR.2009.06.013
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