Earthquake design techniques for Sri Lanka

dc.contributor.authorJayasinghe, MTR
dc.contributor.authorKulatilake, SAS
dc.contributor.authorAlwis, KGNC
dc.contributor.authorAngammana, RB
dc.contributor.authorPerera, GDTS
dc.contributor.editorHettiarachchci
dc.date.accessioned2022-12-16T09:34:06Z
dc.date.available2022-12-16T09:34:06Z
dc.date.issued1997-11
dc.description.abstractTwo 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.identifier.citation******en_US
dc.identifier.conferenceResearch for Industry 1997en_US
dc.identifier.departmentEngineering Research Unit, University of Moratuwaen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.placeKatubeddaen_US
dc.identifier.proceedingProceedings of Symposium on Research for Industry 1997en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/19836
dc.language.isoenen_US
dc.publisherEngineering Research Unit, Faculty of Engiennring, University of Moratuwaen_US
dc.titleEarthquake design techniques for Sri Lankaen_US
dc.typeConference-Full-texten_US

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