Nonlinear analysis of circular concrete-filled steel tubular short columns under eccentric loading

By Q. Liang, S. Fragomeni. 2009

174 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/634853459daa3a6184a52b273ef237d6bb854fe2

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

1. Q. Liang

In Civil and Structural Engineering

1. Q. Liang
2. G. Rozvany

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]).”
• Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression (2017, background): “The behavior of conventional circular CFST columns has been studied analytically and numerically by researchers [7, 9, 10, 20-36].”