Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/8573
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dc.contributor.authorJain, S. C.-
dc.date.accessioned2014-11-15T07:15:41Z-
dc.date.available2014-11-15T07:15:41Z-
dc.date.issued1976-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8573-
dc.description.abstract3ricks ha ve seen uscd for the construction to servo man since the beginning of the civil nation. For the construction of multistorey buildings, the solid masonry walls in the' lawor floor a re of considerable 'iicknaas. This results in wa.sta go of floor apace*. Attempt is made to initiate a system of masonry constrruct:ion* which ma y be. stronger than solid masonry. Grouted masonry is thus developed,. The grouted masonry is capable of taking more loads than the solid masonry and thus i prnii.dss a solution for the con-structr±cn of multistorey buildings u ityh reduced walk. thickness.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectGROUTED BRICK MASONRYen_US
dc.subjectMULTI STOREY BUILDINGSen_US
dc.subjectMASONRY CONSTRUCTIONen_US
dc.titleFEASIBILITY STUDY OF GROUTED BRICK MASONRY in MULTI STOREY BUILDINGSen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number109480en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

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