Experimental Study of FRP-Reinforced Slotted RC Shear Walls under Cyclic Loading

2018 ◽  
Vol 22 (4) ◽  
pp. 04018017 ◽  
Author(s):  
Kailai Deng ◽  
Peng Pan ◽  
Shaodong Shen ◽  
Haishen Wang ◽  
Peng Feng
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Shear Walls

Stiffness degradation of shear walls under cyclic loading: experimental study and modelling

2019 ◽  
Vol 17 (9) ◽  
pp. 5183-5216 ◽  
Author(s):  
Xiangyong Ni ◽  
Shuangyin Cao ◽  
Yizhu Li ◽  
Shuai Liang
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Shear Walls ◽  
Stiffness Degradation

scholarly journals Experimental Study on Precast Concrete Shear Walls with Different Hollow Slabs

2014 ◽  
Vol 8 (1) ◽  
pp. 166-171 ◽  
Author(s):  
Qinyan Zhao ◽  
Zhongyong Zhang ◽  
Jiliang Liu ◽  
Mingjin Chu
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Failure Mode ◽  
Shear Failure ◽  
Precast Concrete ◽  
Shear Walls ◽  
Test Results ◽  
Mechanical Behaviors ◽  
Low Cyclic Loading

To study mechanical behaviors of shear walls built with precast two-way hollow slabs, two shear walls with different details of hollow slabs were quasi-statically tested under low cyclic loading. The failure mode was analyzed, which vertical macro-cracks appeared on walls due to the details of hollow slabs. Brittle shear failure can be avoided in terms of the failure behaviors evolved from integral wall to the combination of wall and columns. Test results also show that that dimension of transverse holes can affect compressive capacity of the walls when it is larger than that of longitudinal holes in the hollow slab.

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