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dc.contributor.author Fernando, PLN
dc.contributor.author Jayasinghe, C
dc.date.accessioned 2016-01-05T15:53:23Z
dc.date.available 2016-01-05T15:53:23Z
dc.date.issued 2016-01-05
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/11607
dc.description.abstract This paper is based on a case study on a model house, which is to be built with slabs, beams and columns, constructed using pre stressed concrete and wall panels constructed out of Expanded Polystyrene. The proposed system is a solution to the fast growing issue of increased demand for housing and buildings and will contribute towards sustainable development with its cost effectiveness and optimized usage of resources. The beams, slabs and columns are pre-stressed in the form of pre-tensioning and Dowell bars are used at the beamcolumn junctions. As for the wall panels, a mix design would be carried out to identify the optimum cement, fly ash, sand, Expanded Polystyrene proportions. Seismic design has become an integral component in modern day engineering and hence, its implications on a pre-stressed concrete structure and a method to evaluate the feasibility of the proposed system in terms of its ability to withstand the effect due to earthquakes are proposed in the paper. en_US
dc.language.iso en en_US
dc.subject Connections, Expanded Polystyrene, Pre-stressed Concrete, Seismic Design en_US
dc.title Structural Feasibility of a Pre-Cast Building System en_US
dc.type Conference-Full-text en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Engineering en_US
dc.identifier.year 2015 en_US
dc.identifier.conference 6th International Conference on Structural Engineering and Construction Management 2015 en_US
dc.identifier.place kandy en_US
dc.identifier.pgnos 6 en_US
dc.identifier.email lakshitha_f@yahoo.com en_US


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