“Seismic resistance of reinforced concrete masonry shear walls with high steel percentages" - M.J.N. Priestley

1978 ◽  
Vol 11 (1) ◽  
pp. 70-71
Author(s):  
O. A. Glogau
Keyword(s):  
Reinforced Concrete ◽  
Shear Walls ◽  
Seismic Resistance ◽  
Concrete Masonry

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

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

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

scholarly journals Seismic resistance of reinforced concrete-masonry shear walls with high steel percentages

1977 ◽  
Vol 10 (1) ◽  
pp. 1-16
Author(s):  
M. J. N. Priestley
Keyword(s):  
Shear Stress ◽  
Reinforced Concrete ◽  
Shear Failure ◽  
Hysteresis Loops ◽  
Shear Walls ◽  
Shear Stresses ◽  
Test Results ◽  
Displacement Ductility ◽  
Ultimate Shear Stress ◽  
Concrete Masonry

This paper summarizes test results of six heavily reinforced concrete masonry shear walls. The test programme was designed to investigate the necessity for the low ultimate shear stress specified by Masonry codes. Care was taken to accurately model good, but realistic design practice in detailing, and variables investigated in the series included steel percentage, influence of vertical load and confinement of potential crushing areas by mortar bed confining plates. Results are presented which clearly indicate that the maximum current code allowance for ultimate shear stress is unreasonably low. No wall suffered diagonal shear failure despite maximum shear stresses exceeding
four times the maximum code level. All walls displayed stable hysteresis loops at a displacement ductility factor of 2, and the less heavily reinforced walls (designed to approximately twice code levels) were satisfactory at
 DF = 4. Degradation was never catastrophic and occurred due to slip of the entire wall along the foundation beam. Methods for reducing the degradation are discussed. Confining plates did not significantly reduce the degradation of the hysteresis loops, but substantially reduced damage to the walls
 at high ductility factors. Values of required ductility for walls designed to the Loadings Code are investigated, and on the basis of these and the experimental results, recommendations are made for relaxation to the ultimate shear provisions of the masonry code.

Performance of bamboo reinforced concrete masonry shear walls

2014 ◽  
Vol 61 ◽  
pp. 125-137 ◽  
Author(s):  
J.G. Moroz ◽  
S.L. Lissel ◽  
M.D. Hagel
Keyword(s):  
Reinforced Concrete ◽  
Shear Walls ◽  
Concrete Masonry
Sign in / Sign up

Export Citation Format

Share Document