Behavior of circular CFRP-steel composite tubed high-strength concrete columns under axial compression

2019 ◽  
Vol 211 ◽  
pp. 596-609 ◽  
Author(s):  
Jiepeng Liu ◽  
Tianxiang Xu ◽  
Ying Guo ◽  
Xuanding Wang ◽  
Y. Frank Chen
2013 ◽  
Vol 405-408 ◽  
pp. 845-849
Author(s):  
Yun Yun Li ◽  
Bao Sheng Yang

Through the experimental tests on 6 steel reinforced high-strength concrete columns under low cyclic horizontal loads, the influence on anti-seismic performance of the columns under different axial compression ratio, stirrup ratio and steel form is analyzed, and that anti-seismic performance of the columns is affected not only by axial compression ratio, but also by steel form. For steel reinforced high-strength concrete columns with different steel forms, the limit values of axial compression ratio may be adjusted, while the influence of stirrup ratio is not prominent.


2009 ◽  
Vol 7 (1) ◽  
pp. 123-134 ◽  
Author(s):  
Hassane Ousalem ◽  
Hiroto Takatsu ◽  
Yuji Ishikawa ◽  
Hideki Kimura

Sign in / Sign up

Export Citation Format

Share Document