Ultimate capacity of high-strength rectangular concrete-filled steel hollow section stub columns

By Dalin Liu, W. Gho, Jie Yuan. 2003

210 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/1eb1eb6d5abb6ee2a73101909b2a641070e7b3bf

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.Y. Richard Liew
2. D. Xiong

In Civil and Structural Engineering

1. J.Y. Richard Liew
2. D. Xiong

Citations in the corpus

• Experimental study of high strength concrete-filled circular tubular columns under eccentric loading (2011, unknown): “[17] experimentally compared the capacity of 22 rectangular sections with the different codes (AISC, ACI, EC4), concluding that the Eurocode 4 was not totally safe while other codes over-designed the sections.”
• Ultra-High Strength Concrete Filled Composite Columns for Multi-Storey Building Construction (2012, background): “Liu et al. (2003, 2005) conducted some tests on axially loaded concrete filled rectangular hollow steel sections involving HSC with cylinder strength ranging from 55 MPa to 106 MPa.”