Behavior of centrally loaded concrete-filled steel-tube short columns

By K. Sakino, H. Nakahara, S. Morino, I. Nishiyama. 2004

996 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/8c2e7191616fae8b6093afa51ad8009e96f5a1dd

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. J. Ho
2. J. Portolés
3. J. Bonet
4. Manuel L. Romero
5. Jian Cai
6. C. Dong
7. C. Cai
8. Nan Lin

In Civil and Structural Engineering

1. J. Ho
2. J. Portolés
3. J. Bonet
4. Manuel L. Romero
5. Jian Cai
6. C. Dong
7. C. Cai
8. Nan Lin

Citations in the corpus

• Utilization of artificial neural networks to prediction of the capacity of CCFT short columns subject to short term axial load (2014, methodology): “[6], and Uy et al.”
• Experimental behavior of circular concrete-filled steel tube stub columns (2007, background): “As a result, various studies on CFT columns with normal and high-strength concrete have been conducted in recent years [1–8].”
• Structural behavior of UHPC filled steel tube columns under axial loading (2018, background): “The ratio of column length to section depth (L/D or L/B) generally maintained at a constant value of 3 to prevent the likely cases of overall buckling of the column [4,5].”
• Experimental study of high strength concrete-filled circular tubular columns under eccentric loading (2011, positive): “Sakino et al.[11] and Fujimoto et al [12] performed more than 100 tests, some of them using HSC, but with a maximum length of”