Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/10979
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dc.contributor.authorAgarwal, Surendra Kumar-
dc.date.accessioned2014-11-25T09:07:16Z-
dc.date.available2014-11-25T09:07:16Z-
dc.date.issued1975-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/10979-
dc.guideSharma, S. P.-
dc.guideArya, A. S.-
dc.description.abstractDuring the last decade, there has been a considerable increase in the construction of multi-storeyed buildings in India with frames to replace the traditional load bearing wall buildings, for both residential and commercial purposes, Structurally a multistoreyed building consists of frames w t'^ rigid joints. But to achieve economy in the design of moder'- tely tall buildings under the action of lateral loads due to wind, blast and earthquake forces these are provided with frames having diagonal bracing frames with masonry in-fill, frames with shear walls, coupled shear walls, core units or a, combination o f these sets of elements.....en_US
dc.language.isoenen_US
dc.subjectEARTHQUAKE ENGINEERINGen_US
dc.subjectMULTI-STOREYED BUILDINGSen_US
dc.subjectRIGID FLOOR ROTATIONen_US
dc.subjectRIGID JOINTSen_US
dc.titleDYNAMIC CHARACTERISTICS OF MULTI-STOREYED BUILDINGS WITH AND WITHOUT RIGID FLOOR ROTATIONen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number108432en_US
Appears in Collections:MASTERS' THESES (Earthquake Engg)

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