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Enhancements to the resisting moment of unreinforced masonry walls due to shifts in the neutral axis position

Fried, AN (2001) Enhancements to the resisting moment of unreinforced masonry walls due to shifts in the neutral axis position Structural Engineer, 79 (1). pp. 14-18.

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Abstract

The design of masonry walls was studied and the effects that shifts in the neural axis have on wall-resisting moments were examined. Recommendations were then made on how these factors could be included in the design process. A model was developed that related direct loading on a joint to moments that it is subject to. The interaction diagrams had two forms. One of the forms represented the compressive failure mode; and the other a tensile failure mode.

Item Type: Article
Authors :
NameEmailORCID
Fried, ANa.fried@surrey.ac.ukUNSPECIFIED
Date : 2 January 2001
Depositing User : Symplectic Elements
Date Deposited : 17 May 2017 11:51
Last Modified : 17 May 2017 14:59
URI: http://epubs.surrey.ac.uk/id/eprint/832971

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