Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/1771
Full metadata record
DC FieldValueLanguage
dc.contributor.authorSuthar, Jahanvi M.-
dc.date.accessioned2010-11-29T07:53:01Z-
dc.date.available2010-11-29T07:53:01Z-
dc.date.issued2010-08-12-
dc.identifier.citationNational Conference on Fly ash/ Futuristic Materials in Civil Engineering Construction for Sustainable Development, Department of Structural Engineering, Birla Vishvakarma Mahavidyalaya, Vallabh Vidhyanagar, Anand, August 12, 2010en
dc.identifier.urihttp://hdl.handle.net/123456789/1771-
dc.description.abstractThe basic structural behavior of high rise structure is similar to that of cantilever coming out from ground. The lateral forces generated from wind and Earthquakes are critical in high rise structures. Therefore to resists these lateral forces, lateral load resisting structural systems are required. Shear wall is one of the most effective lateral load resisting system which has been studied over here. There are many ways to resist Earthquake forces; shear wall is one of them. Shear wall provides considerable amount of increase in stiffness of structure. Shear wall is having great ability to resist the Earthquake forces and by this it prevents complete collapse of building. It adds additional safety to the structure. It is not only provided to resist Earthquake forces but also to serve for other functional requirements. Number of storey have been increased gradually to study the following aspects in context of shear wall in these high rise structures: Structural behavior, Effectiveness, Feasibility, Economy, Serviceabilityen
dc.relation.ispartofseriesITFCL029-1en
dc.subjectCivil Faculty Paperen
dc.subjectFaculty Paperen
dc.subjectITFCL029en
dc.titleStudy of Effect of Provision of Shear-wall in Multi-storey Buildingsen
dc.typeFaculty Papersen
Appears in Collections:Faculty Papers, Civil

Files in This Item:
File Description SizeFormat 
ITFCL029-1.pdfITFCL029-1500 kBAdobe PDFThumbnail
View/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.