A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Derivation of the unified equation of axial compression of CFST columns
The steel tube concrete columns with steel reinforcement cages, steel plates and steel tubes has been used in super high-rise buildings, which are called concrete-filled steel tubular (CFST) columns with internal stiffeners. Based on the theory of limit equilibrium, the unified equation for the axial bearing capacity of the CFST columns with internal stiffeners is obtained. The derived equation in this study can provide reference for the future engineering applications.
Derivation of the unified equation of axial compression of CFST columns
The steel tube concrete columns with steel reinforcement cages, steel plates and steel tubes has been used in super high-rise buildings, which are called concrete-filled steel tubular (CFST) columns with internal stiffeners. Based on the theory of limit equilibrium, the unified equation for the axial bearing capacity of the CFST columns with internal stiffeners is obtained. The derived equation in this study can provide reference for the future engineering applications.
Derivation of the unified equation of axial compression of CFST columns
Zhou Ruoyang (author) / Zha Xiaoxiong (author)
2020
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Experiments on special-shaped CFST stub columns under axial compression
| Online Contents | 2014
Performance of concrete-encased CFST stub columns under axial compression
| Online Contents | 2014
Behaviour of CFST columns with external confinement under uni-axial compression
| BASE | 2015
Comparative Study of CFRP-Confined CFST Stub Columns under Axial Compression
| DOAJ | 2018
The Detailed Axial Compression Behavior of CFST Columns Infilled by Lightweight Concrete
| DOAJ | 2024