Numerical Analysis on Structural Behaviour of Concrete-Filled Steel Tubular Columns
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-63276-1_16
Reference24 articles.
1. Ahmed B (2023) Analysis and design of rectangular concrete filled steel tubular members by considering size effect, PhD dissertation, Western Sydney University, Australia. https://doi.org/10.26183/143t-wy91
2. Gao P, Zhou X, Liu J, Lin X, Wang X, Chen YF (2023) Experimental assessment on the size effects of square concrete-filled steel tubular columns under axial compression. Eng Struct 281(115706). https://doi.org/10.1016/j.engstruct.2023.115706
3. Han LH, Li W, Bjorhovde R (2014) Developments and advanced applications of concrete-filled steel tubular (CFST) structures: members. J Constr Steel Res 100:211–228. https://doi.org/10.1016/j.jcsr.2014.04.016
4. Katwal U, Tao Z, Hassan MK, Wang WD (2017) Simplified numerical modelling of axially loaded circular concrete-filled steel stub columns. J Struct Eng 143(12):04017169. https://doi.org/10.1061/(ASCE)ST.1943-541X.000189
5. Tao Z, Katwal U, Uy B, Wang WD (2021) Simplified nonlinear simulation of rectangular concrete-filled steel tubular columns. J Struct Eng 147(6):04021061–040210616. https://doi.org/10.1061/(ASCE)ST.1943-541X.000302
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