Experimental study on in-plane cyclic response of partially grouted reinforced concrete masonry shear walls

2016 ◽  
Vol 126 ◽  
pp. 598-617 ◽  
Author(s):  
Pablo Ramírez ◽  
Cristián Sandoval ◽  
José Luis Almazán
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Shear Walls ◽  
Cyclic Response ◽  
Concrete Masonry

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

Behavior of fully grouted reinforced concrete masonry shear walls failing in flexure: Analysis

2009 ◽  
Vol 31 (9) ◽  
pp. 2032-2044 ◽  
Author(s):  
Marwan T. Shedid ◽  
Wael W. El-Dakhakhni ◽  
Robert G. Drysdale
Keyword(s):  
Reinforced Concrete ◽  
Shear Walls ◽  
Concrete Masonry

Experimental Study on Shear Resistance of Precast RC Shear Walls with Novel Bundled Connections

2019 ◽  
Vol 13 (03n04) ◽  
pp. 1940002 ◽  
Author(s):  
Yao Chen ◽  
Qian Zhang ◽  
Jian Feng ◽  
Zhe Zhang
Keyword(s):  
Experimental Study ◽  
Reinforced Concrete ◽  
Shear Walls ◽  
Shear Wall ◽  
Shear Resistance ◽  
Lower Wall ◽  
Yield Load ◽  
Steel Bars ◽  
Wall Panels ◽  
Peak Value

This study presents shear resistance of precast reinforced concrete (RC) shear walls. A novel assembling method for upper and lower wall panels is proposed, whereas vertical steel bars are grouped into bundles and effectively connected in preformed holes. To evaluate the feasibility and shear resistance of such a connection method, three specimens of precast shear walls with different horizontal steel bars have been constructed and tested under monotonic loading while subjected to a constant vertical compression. The results show that cracks mainly appear under the line that connects the midpoint of tension side and the corner of the compression side. The weak section of these shear walls is at the top of the preformed holes, and through cracks do not appear at the bottom of walls. These innovative precast shear walls are reliable, and no rebar is pulled out or seriously slipped. The yield load of the shear wall is great, and the stage between yield and failure is satisfactory. The bearing capacity declines slowly after the peak value.

Seismic Performance of Cantilever-Reinforced Concrete Masonry Shear Walls

2014 ◽  
Vol 140 (9) ◽  
pp. 04014051 ◽  
Author(s):  
Farhad Ahmadi ◽  
Jaime Hernandez ◽  
Jacob Sherman ◽  
Christina Kapoi ◽  
Richard E. Klingner ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Seismic Performance ◽  
Shear Walls ◽  
Concrete Masonry

Effects of in-plane loading on the out-of-plane stability of slender reinforced concrete masonry shear walls

2016 ◽  
pp. 1847-1856 ◽  
Author(s):  
B.R. Robazza ◽  
T.Y. Yang ◽  
K.J. Elwood ◽  
D.L. Anderson ◽  
S. Brzev ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Shear Walls ◽  
Concrete Masonry ◽  
Out Of Plane
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