Experimental study on shear behavior of tie-bars in steel-plate concrete composite structure subjected to cyclic loading

2018 ◽  
Vol 163 ◽  
pp. 311-322 ◽  
Author(s):  
Changhai Zhai ◽  
Bing Lu ◽  
Weiping Wen ◽  
Duofa Ji ◽  
Lili Xie
2012 ◽  
Vol 594-597 ◽  
pp. 1675-1679
Author(s):  
Xian Chao Zheng ◽  
Qing Ning Li ◽  
Shu Bin Pan ◽  
Wei Shan Jiang

The assembled monolithic compound spiral reinforced concrete column in this paper is a kind of concrete column reinforced by high-strength compound spiral stirrups and jointed by local steel tubular and bolt reinforcement. Experiments of four specimens under low cyclic loading and different axial compressive loads are carried out, and the result testifies that the anti-seismic property of these measures is not worse than the integral compound spiral hoop columns under the same load.


2002 ◽  
Vol 13 (3) ◽  
pp. 71-80
Author(s):  
Tomohisa YAMAKAWA ◽  
Tomio TAMURA ◽  
Sadamu ONO

Author(s):  
Shi-Jin Feng ◽  
Jia-Liang Shi ◽  
Yang Shen ◽  
Hong-Xin Chen ◽  
Ji-Yun Chang

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