Nonlinear analysis of concrete-filled square stainless steel stub columns under axial compression
By Z. Tao, Brian Uy, Fei-Yu Liao, Lin-Hai Han. 2011
264 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/4ff416b3feb4b741d0682b2567fdf0304030db01
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression (2013, background): “Numerical simulations also played an important role in studying the behavior of solid CFST columns under axial compression([19-22]) and eccentric loading([23-24]).”
- Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research (2019, background): “It was also found that the core concrete tends to exhibit more ductile behaviour as ξ increases in a CFSST column [18,66].”
- Behaviour of recycled aggregate concrete filled stainless steel stub columns (2013, unknown): “interaction stress plays a similar role as the initial imperfections [21].”