Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns

By Z. Tao, Lin-Hai Han, Xiao-Ling Zhao. 2004

480 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/e7751dab5316737a36194ad0ccb614486c2fd5e9

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. X. Dai
2. Therese Sheehan
3. M. Pagoulatou
4. D. Lam
5. Q. Liang

In Civil and Structural Engineering

1. X. Dai
2. Therese Sheehan
3. M. Pagoulatou
4. D. Lam
5. Q. Liang

Citations in the corpus

• Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns (2014, methodology): “[2] and another three from Zhao et al.”
• Behaviour of concrete-filled double skin rectangular steel tubular beam–columns (2006, unknown): “Since many studies in the past had been performed on CFDST stub columns and beams) [7,4,5,10,11,6,12], the research emphasis in this paper is mainly on beam–columns, where slenderness ratio and load eccentricity are chosen as the major parameters.”