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dc.contributor.author Jayasinghe, MTR
dc.contributor.author Jayanandana, ADC
dc.contributor.author Alwis, KGNC
dc.contributor.editor Hettiarachchci, P
dc.date.accessioned 2022-12-16T09:40:25Z
dc.date.available 2022-12-16T09:40:25Z
dc.date.issued 1997-11
dc.identifier.citation ****** en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/19838
dc.description.abstract High strength concrete can be used in high-rise buildings to minimise the size of columns, especially in the lower floors. High strength concrete has the added advantage of a higher elastic modulus that can reduce the deflection. It also has a lower specific creep that makes it possible to use higher stresses associated with high strength concrete. It is shown by a case study that the use of high strength concrete can reduce the cost of construction in Sri Lanka with the currently prevailing prices of concrete and steel. There is also the added advantage to the owners of the building in getting a higher rentable area resulting from reduced member sizes. The use of slender members can make the structure more flexible. However, it is shown that the use of high strength concrete in columns will not adversely increase the wind induced accelerations of the building since the reduction in column size is compensated by the higher modulus of elasticity. en_US
dc.language.iso en en_US
dc.publisher Engineering Research Unit, Faculty of Engiennring, University of Moratuwa en_US
dc.title Applications of high strength concrete in highrise buildings en_US
dc.type Conference-Full-text en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Engineering Research Unit, University of Moratuwa en_US
dc.identifier.year 1997 en_US
dc.identifier.conference Research for Industry 1997 en_US
dc.identifier.place Katubedda en_US
dc.identifier.proceeding Proceedings of Symposium on Research for Industry 1997 en_US


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