Seismic behaviour of multistorey plain masonry shear walls with openings: An experimental study

2016 ◽  
pp. 1949-1954 ◽  
Author(s):  
P. Triller ◽  
M. Tomaževič ◽  
M. Gams
Keyword(s):  
Experimental Study ◽  
Shear Walls ◽  
Seismic Behaviour

An experimental study of the seismic behaviour of precast concrete shear walls with bolted-plate connections

2021 ◽  
Vol 248 ◽  
pp. 113203
Author(s):  
Guang-Bin Pan ◽  
Jian Cai ◽  
An He ◽  
Qing-Jun Chen ◽  
Zhi-Liang Zuo ◽  
...  
Keyword(s):  
Experimental Study ◽  
Precast Concrete ◽  
Shear Walls ◽  
Seismic Behaviour ◽  
Plate Connections

Experimental Study of Shear-Critical Reinforced-Concrete Shear Walls under Tension-Bending Shear-Combined Cyclic Load

2020 ◽  
Vol 146 (5) ◽  
pp. 04020047
Author(s):  
Xin Nie ◽  
Jia-Ji Wang ◽  
Mu-Xuan Tao ◽  
Jian-Sheng Fan ◽  
Y. L. Mo ◽  
...  
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Cyclic Load ◽  
Shear Walls

Seismic behaviors of squat reinforced concrete shear walls under freeze-thaw cycles: A pilot experimental study

2016 ◽  
Vol 124 ◽  
pp. 49-63 ◽  
Author(s):  
Wei Yang ◽  
Shan-Suo Zheng ◽  
De-Yi Zhang ◽  
Long-Fei Sun ◽  
Chuan-Lei Gan
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Shear Walls ◽  
Freeze Thaw ◽  
Seismic Behaviors

Behaviour of slender concrete shear walls with high-strength reinforcement under reversed cyclic loading.

2021 ◽  
Author(s):  
Nima Aghniaey ◽  
Murat Saatcioglu ◽  
Hassan Aoude
Keyword(s):  
Large Scale ◽  
Shear Walls ◽  
High Strength ◽  
Shear Wall ◽  
Analytical Investigation ◽  
Seismic Behaviour ◽  
Drift Capacity ◽  
Lateral Drift ◽  
Experimental Findings ◽  
Reversed Cyclic

Research on seismic behaviour of shear walls with high-strength steel is limited. A combined experimental and analytical investigation was conducted to assess seismic behaviour of flexure-dominant shear walls. A large-scale concrete shear wall with Grade 690 MPa (ASTM A1035) reinforcement and 84 MPa concrete was tested under simulated seismic loading. The wall was a ¼ -scale of a 6-storey shear wall, with 4.53 m height and 1.45 m length. It sustained a lateral drift of 1.8% prior to developing failure due to the rupturing of longitudinal reinforcement. This is 35% less than the drift capacity of a companion wall reinforced with 400 MPa reinforcement tested earlier. VecTor2 software was used to conduct an analytical parametric study to expand the experimental findings. The results indicate that the reinforcement grade has a significant impact on strength, ductility and hysteretic behaviour of shear walls.

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