Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/8581
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dc.contributor.authorMurthy, N. Shree Hari-
dc.date.accessioned2014-11-15T08:20:11Z-
dc.date.available2014-11-15T08:20:11Z-
dc.date.issued1976-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8581-
dc.guideTrikha, D. N.-
dc.description.abstractThe thesis presents the system optimization of reinforced concrete building frames at ultimate load. An 'office building has been considered as a system, with architectural and structural constfaints. The archi-tectural considerations have been studied in detail to arrive at a certain range of frame epacin s in which these considerations are satisfied. From structural consideration the ratio of optimal volume of steel to covered area is found. The solution arrived at is for an optimal frame spacing with optimum amount of reinforcing steel. Linear programming has been eucce-sefu .ly employed to achieve optimisation.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectREINFORCED CONCRETE BUILDING FRAMESen_US
dc.subjectULTIMATE LOADen_US
dc.subjectREINFORCED CONCRETEen_US
dc.titleSYSTEM OPTIMIZATION OF REINFORCED CONCRETE BUILDING FRAMES AT ULTIMATE LOADen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number109557en_US
Appears in Collections:MASTERS' DISSERTATIONS (Civil Engg)

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