Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials
By M. Xiong, D. Xiong, J.Y. Richard Liew. 2017
411 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/eec7c7867c58cad350cf0a41700c6f2595b6b648
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
- Xin Meng
- Adam J. Sadowski
- J. Rotter
- Seunghye Lee
- Vipulkumar I. Patel
- Jaehong Lee
- Thuc P. Vo
- L. Gardner
In Civil and Structural Engineering
Citations in the corpus
- Elasto-plastic behaviour and design of semi-compact circular hollow sections (2020, background): “[17] M.X. Xiong, D.X. Xiong, J.Y.R. Liew, Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials, Eng. Struct.”
- Structural behavior of UHPC filled steel tube columns under axial loading (2018, background): “After reaching the peak strength, the load of UHPCFSTs generally dropped rapidly, and the load drop of square UHPCFSTs was more significant than that of circular UHPCFSTs, which was similar to the results of other research [32].”
- Strength prediction of concrete-filled steel tubular columns using Categorical Gradient Boosting algorithm (2021, background): “[10] studied these structures with fy and f ′ c up to 779 MPa and 193 MPa, as well as those by Khan et al.”