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dc.contributor.authorUnnikrishnan, S.
dc.contributor.authorNarasimhan, M.C.
dc.contributor.authorVenkataramana, K.
dc.date.accessioned2020-03-31T08:31:12Z-
dc.date.available2020-03-31T08:31:12Z-
dc.date.issued2012
dc.identifier.citationJournal of Structural Engineering (India), 2012, Vol.39, 3, pp.332-346en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/11359-
dc.description.abstractBox-type laterite masonry structures are widely seen in south-west coastal areas of India. Not many studies are available in the literature on the dynamic response of such structures. Free vibration analysis of box-type laterite masonry structures has been attempted in this study, as a preliminary to a detailed dynamic analysis. Finite element analysis has been conducted to And the natural frequencies and corresponding mode shapes of box-type laterite masonry buildings. Results of detailed parametric studies conducted to find the effect of various parameters like modulus of elasticity of laterite masonry, provision of a lintel band or a roof slab, openings in long walls and aspect ratio on the natural frequencies and their mode shapes of box-type laterite masonry buildings are presented and discussed in this paper.en_US
dc.titleFree vibration studies of box type laterite masonry structuresen_US
dc.typeArticleen_US
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