TECHNICAL PAPERS
Oct 1, 1989

Ultimate Strength of RC Wall Panels in One‐Way In‐Plane Action

Publication: Journal of Structural Engineering
Volume 115, Issue 10

Abstract

Test results of 24 reinforced concrete wall panels in one‐way in‐plane action are presented. The panels were loaded at a small eccentricity to reflect possible eccentric loading in practice. Influences of slenderness ratio, aspect ratio, vertical steel, and horizontal steel on the ultimate load are studied. An empirical equation modifying two existing methods is proposed for the prediction of ultimate load. The modified equation includes the effects of slenderness ratio, amount of vertical steel, and aspect ratio. The results predicted by the proposed modified method and five other available equations are compared with 48 test data. The proposed modified equation is found to be satisfactory and, additionally, includes the effect of aspect ratio which is not present in other methods.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 10October 1989
Pages: 2617 - 2630

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Published online: Oct 1, 1989
Published in print: Oct 1989

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S. Madina Saheb
Asst. Prof., Dept. of Civ. Engrg., Coll. of Engrg., Kakinada, India
Prakash Desayi
Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore 560 012, India

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