A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Investigation on Behavior of Slender Steel Reinforced Concrete Columns Subjected to Eccentric Load
The objectives of this research were to investigate the structural behavior of slender steel reinforced concrete (Referred to as SRC)composite columns subjected to eccentric axial loading. The test consisted of 10 slender columns, with rectangular section160×180 mm, and steel shape I10 encased in concrete. The stirrup spacing was 150 mm; its diameter was 6 mm. The diameter of longitudinal reinforcing bars was 10 mm. Details of the experimental investigations including description of the test columns, failure modes and mechanisms, strain characteristics, and load-deformation responses are discussed. Effects of concrete strength, slenderness of columns, and eccentricity of axial loads on the load-carrying capacity of slender column are then presented. Based on these results, a range of slenderness ratio and eccentric ratio of slender SRC column is proposed.
Experimental Investigation on Behavior of Slender Steel Reinforced Concrete Columns Subjected to Eccentric Load
The objectives of this research were to investigate the structural behavior of slender steel reinforced concrete (Referred to as SRC)composite columns subjected to eccentric axial loading. The test consisted of 10 slender columns, with rectangular section160×180 mm, and steel shape I10 encased in concrete. The stirrup spacing was 150 mm; its diameter was 6 mm. The diameter of longitudinal reinforcing bars was 10 mm. Details of the experimental investigations including description of the test columns, failure modes and mechanisms, strain characteristics, and load-deformation responses are discussed. Effects of concrete strength, slenderness of columns, and eccentricity of axial loads on the load-carrying capacity of slender column are then presented. Based on these results, a range of slenderness ratio and eccentric ratio of slender SRC column is proposed.
Experimental Investigation on Behavior of Slender Steel Reinforced Concrete Columns Subjected to Eccentric Load
Han, Zhuo (author) / Jiang, Shao-Fei (author) / Sun, Zhi-ping (author) / Zhou, Le (author)
2012
5 Seiten
Conference paper
English
| British Library Conference Proceedings | 2012
| Trans Tech Publications | 2012
Failure behavior modeling of slender reinforced concrete columns subjected to eccentric load
| BASE | 2015
Behavior of slender reinforced concrete columns subjected to eccentric loading
| British Library Conference Proceedings | 1997
Behavior of slender reinforced concrete columns subjected to eccentric loading
| British Library Conference Proceedings | 1997