Please use this identifier to cite or link to this item: https://idr.l1.nitk.ac.in/jspui/handle/123456789/6975
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dc.contributor.authorNarayan, K.S.B.-
dc.contributor.authorYaragal, S.C.-
dc.contributor.authorTamura, Y.-
dc.date.accessioned2020-03-30T09:46:32Z-
dc.date.available2020-03-30T09:46:32Z-
dc.date.issued2009-
dc.identifier.citation7th Asia-Pacific Conference on Wind Engineering, APCWE-VII, 2009, Vol., , pp.-en_US
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/6975-
dc.description.abstractDomes are popularly used for column free areas. They are employed as covers to reservoirs and treatment units and also as containment in nuclear reactors. Inverted domes are popular as foundations. This paper demonstrates the need and scope for optimization of domes by formulating and solving the problem by use of calculus. A simple but elegant method is suggested for determination of wind stresses by statics which compares very well with that obtained by rigorous method.en_US
dc.titleShape optimization and assessment of wind induced stresses in domesen_US
dc.typeBook chapteren_US
Appears in Collections:2. Conference Papers

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