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dc.contributor.author Kanyeto, O.J.
dc.contributor.author Fried, A.N.
dc.date.accessioned 2011-09-15T10:53:31Z
dc.date.available 2011-09-15T10:53:31Z
dc.date.issued 2011-04
dc.identifier.citation Kanyeto, O.J. & Fried, A.N. (2011) Predicting the flexural behaviour of masonry wall panels: a review of current methods, Botswana Journal of Technology, Vol. 20, No. 1, pp. 1-10 en_US
dc.identifier.issn 1019 1593
dc.identifier.uri http://hdl.handle.net/10311/890
dc.description.abstract The paper aims to compare predictions by different methods of analysis of the lateral load capacity of unreinforced masonry walls, and to determine whether a relationship can be drawn between theory and experiments. Several analysis methods were employed to predict failure loads of a number of wall panels, and the results were compared with test values. It is concluded that boundary conditions play a major role in the accuracy of analytical methods. When the boundary conditions assumed in the analysis most nearly match the real conditions of the test panels, predictions are most accurate. The authors conclude that finding a rational analysis and design procedure for laterally loaded masonry walls is possible. en_US
dc.language.iso en en_US
dc.publisher Faculty of Engineering and Technology, University of Botswana, www.ub.bw en_US
dc.subject Analytical expressions en_US
dc.subject Flexural strength en_US
dc.subject Lateral loads, testing en_US
dc.title Predicting the flexural behaviour of masonry wall panels: a review of current methods en_US
dc.type Published Article en_US


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