NONLINEAR ANALYSIS OF AXIALLY LOADED CONCRETE-FILLED TUBE COLUMNS WITH CONFINEMENT EFFECT

By Hsuan-Teh Hu, Chiung-shiann Huang, M. Wu, Yih‐Min Wu. 2003

622 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/fa1d1269662ed1da38574e86c06c626b658f1d4c

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. E. Ellobody
2. Q. Liang
3. B. Young
4. L. Gardner
5. D. Lam
6. Lin-Hai Han

In Civil and Structural Engineering

1. E. Ellobody
2. Q. Liang
3. B. Young
4. L. Gardner
5. D. Lam
6. T. Chan
7. Lin-Hai Han
8. M. Theofanous

Citations in the corpus

• 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].”
• Numerical simulation of concrete encased steel composite columns (2011, methodology): “2 [24,25,28].”
• 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]).”