Behavior of concrete filled steel tubular (CFST) members under lateral impact: Experiment and FEA model

By Rui Wang, Lin-Hai Han, Chuan-Chuan Hou. 2013

277 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/6e99cad84300263d8fd38631ff1f44ae6392b4e7

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. Wei Li
2. R. Bjorhovde
3. Lin-Hai Han
4. Z. Tao
5. L. Gardner
6. D. Lam
7. Chuangze Xu
8. Xiao Ling Zhao

In Civil and Structural Engineering

1. Wei Li
2. R. Bjorhovde
3. Lin-Hai Han
4. Z. Tao
5. L. Gardner
6. D. Lam
7. Chuangze Xu
8. Xiao Ling Zhao

Citations in the corpus

• Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members (2014, background): “It was found that the CFST specimen with a large confinement factor exhibited ductile behavior, while the specimen with a small confinement factor exhibited brittle response [55].”