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Ultimate Load Formula for Reinforced Concrete Wall Panels with Openings
Reinforced concrete walls with openings are tested in both one-way and two-way action. The test panels, with a slenderness ratio of 30 or 40, were subjected to a uniformly distributed axial load with an eccentricity of tw/6. Apart from highlighting the experimental set-up; typical crack patterns, failure modes, and load-deflection behaviour are also reported. Utilising these and other published test results, a formula predicting the ultimate load of walls with openings was derived. A comparative study of predicted to test results indicates that the new formula is accurate and reliable.
Ultimate Load Formula for Reinforced Concrete Wall Panels with Openings
Reinforced concrete walls with openings are tested in both one-way and two-way action. The test panels, with a slenderness ratio of 30 or 40, were subjected to a uniformly distributed axial load with an eccentricity of tw/6. Apart from highlighting the experimental set-up; typical crack patterns, failure modes, and load-deflection behaviour are also reported. Utilising these and other published test results, a formula predicting the ultimate load of walls with openings was derived. A comparative study of predicted to test results indicates that the new formula is accurate and reliable.
Ultimate Load Formula for Reinforced Concrete Wall Panels with Openings
Doh, J. H. (Autor:in) / Fragomeni, S. (Autor:in)
Advances in Structural Engineering ; 9 ; 103-115
01.02.2006
13 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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