SHEAR BEHAVIOR OF

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FARZAM M.; FOUAD N.A.; GRUNBERG J.; FARD M.Y.

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Journal Paper

Paper Information

Journal: JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ) Year:2009 | Volume:39 | Issue:2 (58) Page(s): 45-54

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Title

SHEAR BEHAVIOR OF "RECTANGULAR WALL-FOOTING" CONNECTIONS UNDER ECCENTRIC LOADS

Author(s)

FARZAM M. | FOUAD N.A. | GRUNBERG J. | FARD M.Y.

Keywords

PUNCHING SHEAR

WALL-FOOTING CONNECTION

RECTANGULAR WALL

PUNCHING CAPACITY

ROTATIONAL CAPACITY

Abstract

The shear behavior of the reinforced concrete plates at the junction of RECTANGULAR WALLs were experimentally studied. Four tests were conducted on rectangular reinforced concrete plates which were simply set on edge supports. The centrically located RECTANGULAR WALLs with different aspect ratios were connected to the plates. The load was applied eccentrically with different amount of eccentricity for each plate and was increased with a monotonic procedure. All plates were failed at the brittle-punching mode of failure. Following the punching failure, the plates were forced to carry increasing displacements until reaching to extremely large rotations while stabilizing a post-peak strength. The load-deflection behavior of the connections was simulated performing the nonlinear analyses of numerical models of the plates using specially purposed software, ATENA. The results of the experimental tests were compared with the outputs of the analyses and with the predictions of ACI and EC2 codes.

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APA: Copy

FARZAM, M., FOUAD, N.A., GRUNBERG, J., & FARD, M.Y.. (2009). SHEAR BEHAVIOR OF "RECTANGULAR WALL-FOOTING" CONNECTIONS UNDER ECCENTRIC LOADS. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), 39(2 (58)), 45-54. SID. https://sid.ir/paper/340445/en

Vancouver: Copy

FARZAM M., FOUAD N.A., GRUNBERG J., FARD M.Y.. SHEAR BEHAVIOR OF "RECTANGULAR WALL-FOOTING" CONNECTIONS UNDER ECCENTRIC LOADS. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2009;39(2 (58)):45-54. Available from: https://sid.ir/paper/340445/en

IEEE: Copy

M. FARZAM, N.A. FOUAD, J. GRUNBERG, and M.Y. FARD, “SHEAR BEHAVIOR OF "RECTANGULAR WALL-FOOTING" CONNECTIONS UNDER ECCENTRIC LOADS,” JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING (UNIVERSITY OF TABRIZ), vol. 39, no. 2 (58), pp. 45–54, 2009, [Online]. Available: https://sid.ir/paper/340445/en

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