Discussion on “Experimental seismic behavior of innovative composite shear walls” by Xiaomeng Zhang, Ying Qin and Zhihua Chen [J Constr Steel Res 2016; 116(1): 218–232] and “Experimental behavior of innovative T-shaped composite shear walls under in-plane cyclic loading” by Xiaomeng Zhang, Ying Qin, Zhihua Chen and Li Jie [J Constr Steel Res 2016; 120(4): 143–159]

2018 ◽  
Vol 147 ◽  
pp. 187-190
Author(s):  
Wenlong Han
Keyword(s):  
Cyclic Loading ◽  
Seismic Behavior ◽  
Shear Walls ◽  
Experimental Behavior ◽  
Composite Shear

Experimental behavior of innovative T-shaped composite shear walls under in-plane cyclic loading

2016 ◽  
Vol 120 ◽  
pp. 143-159 ◽  
Author(s):  
Xiaomeng Zhang ◽  
Ying Qin ◽  
Zhihua Chen ◽  
Li Jie
Keyword(s):  
Cyclic Loading ◽  
Shear Walls ◽  
Experimental Behavior ◽  
Composite Shear

Experimental and analytical study on seismic behavior of steel-concrete multienergy dissipation composite shear walls

2015 ◽  
Vol 14 (1) ◽  
pp. 125-139 ◽  
Author(s):  
Hongying Dong ◽  
Wanlin Cao ◽  
Haipeng Wu ◽  
Qiyun Qiao ◽  
Chuanpeng Yu
Keyword(s):  
Seismic Behavior ◽  
Analytical Study ◽  
Shear Walls ◽  
Composite Shear

Numerical Study on Seismic Behavior of Composite Shear Walls with Steel-Encased Profiles Subjected to Different Axial Load

2021 ◽  
Vol 26 (4) ◽  
pp. 04021034
Author(s):  
Amirhoshang Akhaveissy ◽  
Kambiz Daneshvar ◽  
Dina Ghazi-Nader ◽  
Morteza Amooie ◽  
Mohammad Javad Moradi
Keyword(s):  
Axial Load ◽  
Seismic Behavior ◽  
Numerical Study ◽  
Shear Walls ◽  
Composite Shear

Seismic behavior of composite shear walls incorporating high-strength materials and CFST boundary elements

2020 ◽  
Vol 220 ◽  
pp. 110994
Author(s):  
Jianwei Zhang ◽  
Xiangyu Li ◽  
Wanlin Cao ◽  
Cheng Yu
Keyword(s):  
Seismic Behavior ◽  
Shear Walls ◽  
High Strength ◽  
Boundary Elements ◽  
Composite Shear

Numerical study on the response of composite shear walls with steel sheets under cyclic loading

2021 ◽  
Vol 34 ◽  
pp. 102069
Author(s):  
M. Nadir Olabi ◽  
Naci Caglar ◽  
M. Hasim Kisa ◽  
S. Bahadir Yuksel
Keyword(s):  
Cyclic Loading ◽  
Numerical Study ◽  
Shear Walls ◽  
Steel Sheets ◽  
Composite Shear

scholarly journals Cyclic loading test for precast concrete composite shear walls

2018 ◽  
Vol 397 ◽  
pp. 012030
Author(s):  
Yubin Sheng ◽  
Zijun Wang ◽  
Yu Wang ◽  
Handong Yang
Keyword(s):  
Cyclic Loading ◽  
Precast Concrete ◽  
Shear Walls ◽  
Loading Test ◽  
Cyclic Loading Test ◽  
Composite Shear

scholarly journals Seismic Behavior of Steel-Fiber-Reinforced High-Strength Concrete Shear Wall with CFST Columns: Experimental Investigation

Fibers ◽  
2021 ◽  
Vol 9 (11) ◽  
pp. 75
Author(s):  
Ke Shi ◽  
Mengyue Zhang ◽  
Pengfei Li ◽  
Ru Xue ◽  
Peibo You ◽  
...  
Keyword(s):  
Seismic Behavior ◽  
Steel Fiber ◽  
Shear Walls ◽  
High Strength ◽  
Shear Wall ◽  
Fiber Reinforced ◽  
Composite Shear Wall ◽  
Energy Dissipation Capacity ◽  
Cfst Columns ◽  
Composite Shear

To improve the seismic behavior of shear walls, a new composite shear wall composed of a steel-fiber-reinforced high-strength concrete (SFRHC) web and two square concrete-filled steel tube (CFST) columns, namely a steel-fiber-reinforced concrete shear wall with CFST columns, is proposed in this paper. Therefore, the main purpose of this paper is to present an experimental investigation of the seismic behavior of the SFRHC shear wall with CFST columns. Pseudo-static tests were carried out on seven composite shear walls, and the seismic performance of the shear walls was studied and quantified in terms of the aspects of energy consumption, ductility and stiffness degradation. Furthermore, the experimental results indicated that adding steel fiber can effectively restrain the crack propagation of composite shear walls and further help to improve the ductility and energy dissipation capacity of composite shear walls and delay the degradation of their lateral stiffness and force. Moreover, the seismic behavior of the SFRHC shear wall with CFST columns was obviously superior to that of the conventionally reinforced shear wall, in terms of load-bearing capacity, ductility, stiffness and energy dissipation capacity, because of the confinement effect of the CFST columns on the web. Finally, the preliminary study demonstrated that the composite shear wall has good potential to be used in regions with high seismic risk.

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