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dc.contributor.author Jayasinghe, MTR
dc.contributor.author Kulatilake, SAS
dc.contributor.author Alwis, KGNC
dc.contributor.author Angammana, RB
dc.contributor.author Perera, GDTS
dc.contributor.editor Hettiarachchci
dc.date.accessioned 2022-12-16T09:34:06Z
dc.date.available 2022-12-16T09:34:06Z
dc.date.issued 1997-11
dc.identifier.citation ****** en_US
dc.identifier.uri http://dl.lib.uom.lk/handle/123/19836
dc.description.abstract Two major factors discourage the introduction of seismic resistant design to low seismic regions like Sri Lanka. They are the cost associated with improved seismic resistance and the misconception that the area concerned is seismically inactive. On many occasions the assumption that a particular area is seismically inactive hcS been proven wrong at the cost of human life and severe destruction to the infrastructure of the area. In Sri Lanka, structural designers have not paid sufficient attention to the performance of structures in an earthquake. Hence, a number of undesirable features are found in many existing structures as highlighted. In order to adopt structures that will survive an earthquake with minimum damage at minimum extra capital cost, a detailed study has been carried out to select appropriate earthquake design techniques for Sri Lanka. The precautions that should be taken with respect to the structural form are also highlighted. en_US
dc.language.iso en en_US
dc.publisher Engineering Research Unit, Faculty of Engiennring, University of Moratuwa en_US
dc.title Earthquake design techniques for Sri Lanka 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.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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