A new screw connection model and FEA of CFS shear wall panels

2021 ◽  
Vol 176 ◽  
pp. 106430
Author(s):  
M. Nithyadharan ◽  
V. Kalyanaraman
Keyword(s):  
Shear Wall ◽  
Wall Panels

Multiple Shear Key Connections for Precast Shear Wall Panels

PCI Journal ◽  
1989 ◽  
Vol 34 (2) ◽  
pp. 104-120 ◽  
Author(s):  
Sarni H. Rizkalla ◽  
Reynaud L. Serrette ◽  
J. Scott Heuvel ◽  
Emmanuel K. Attiogbe
Keyword(s):  
Shear Wall ◽  
Shear Key ◽  
Precast Shear Wall ◽  
Wall Panels

Horizontal Connections for Precast Concrete Shear Wall Panels Under Cyclic Shear Loading

PCI Journal ◽  
1996 ◽  
Vol 41 (3) ◽  
pp. 64-80 ◽  
Author(s):  
Khaled A. Soudki ◽  
Jeffrey S. West ◽  
Sami H. Rizkalla ◽  
Bruce Blackett
Keyword(s):  
Precast Concrete ◽  
Shear Wall ◽  
Shear Loading ◽  
Cyclic Shear ◽  
Horizontal Connections ◽  
Wall Panels

Analyses of Shear-Wall Panels With a Composite Plasticity Model

1994 ◽  
pp. 349-358
Author(s):  
Peter H. Feenstra ◽  
Rene Borst ◽  
Jan G. Rots
Keyword(s):  
Shear Wall ◽  
Plasticity Model ◽  
Wall Panels

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.

DISCUSSION. PLASTICITY, COMPOSITE ACTION AND COLLAPSE DESIGN OF UNREINFORCED SHEAR WALL PANELS IN FRAMES.

1979 ◽  
Vol 67 (1) ◽  
pp. 237-245
Author(s):  
RH WOOD ◽  
PAC SIMS ◽  
RJ MAINSTONE ◽  
DGE SMITH ◽  
Keyword(s):  
Shear Wall ◽  
Composite Action ◽  
Wall Panels
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