Seismic behavior of high-strength concrete columns reinforced with high-strength steel bars

2020 ◽  
Vol 218 ◽  
pp. 110861 ◽  
Author(s):  
Jianwei Zhang ◽  
Ruxing Cai ◽  
Chen Li ◽  
Xiao Liu
2015 ◽  
Vol 141 (8) ◽  
pp. 04014198 ◽  
Author(s):  
Chenhua Jin ◽  
Zuanfeng Pan ◽  
Shaoping Meng ◽  
Zhi Qiao

2012 ◽  
Vol 535-537 ◽  
pp. 1842-1846
Author(s):  
Bao Sheng Yang ◽  
Shi Hua Song

Through experimental study of six steel reinforced high strength concrete columns under low cyclic horizontal loads, the influence on anti-seismic behavior of the columns under different axial load coefficient, stirrup ratio and steel reinforced form is analyzed.The study found in addition to the fact that the anti-seismic performance of high strength concrete columns is sensitive to axial load coefficient, steel reinforced form is also an important influencing factor. For high strength concrete columns with different steel reinforced forms, appropriate adjustment of its axial load coefficient may be carried out, however the influence of stirrup ratio is very little on anti-seismic performance of columns.


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

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