AXIAL LOAD BEHAVIOR OF STIFFENED CONCRETE-FILLED STEEL COLUMNS

By C. -. Huang, Y.-K. Yeh, G. Liu, H. Hu, K. Tsai, Y. Weng, S. Wang, M.-H. Wu. 2002

341 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/01b804c5976a08c8844685a68be4b262cd083afe

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. Jian Cai
2. C. Roeder
3. D. Lehman
4. J. Moon
5. Zhenbin He
6. H. Lee

In Civil and Structural Engineering

1. Jian Cai
2. C. Roeder
3. D. Lehman
4. J. Moon
5. Zhenbin He
6. H. Lee

Citations in the corpus

• Analytical modeling of bending of circular concrete-filled steel tubes (2012, methodology): “Confining effects of the model were compared with results of short column experiments subjected to axial load only [1,2].”
• Axial load behavior of square CFT stub column with binding bars (2006, background): “[10] proposed a new stiffening scheme of welding a set of four inclined steel bars (so-called tie bars) at regular spacing along the longitudinal axis of the steel tube to actively strengthen the confinement of the concrete core provided by the steel tube (shown in Fig.”