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dc.creatorClark, W. D.
dc.creatorGlogau, O. A.
dc.date1979-12-31
dc.identifierhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1036
dc.identifier10.5459/bnzsee.12.4.292-304
dc.descriptionTraditional ceilings in rigis buildings generally caused few problems when under earthquake attack. The introduction of modern suspended ceilings with light metal grids and lay-in tiles or light fittings has created an entirely new situation. Increased flexibility of modern buildings has added to the problem, particularly with respect to the integration of ceilings and partitions. The authors discuss the theoretical considerations of the problem and relate these to evidence from earthquake damage. Code requirements are reviewed and a number of typical solutions are presented. Economics are briefly discussed and in conclusion the authors refer to a number of aspects not fully understood at present. Suggestions are made for further study and testing to clarify some dynamic aspects and fire barrier problems.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherNew Zealand Society for Earthquake Engineeringen-US
dc.relationhttps://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1036/1009
dc.rightsCopyright (c) 1979 W. D. Clark, O. A. Glogauen-US
dc.rightshttps://creativecommons.org/licenses/by/4.0en-US
dc.sourceBulletin of the New Zealand Society for Earthquake Engineering; Vol 12 No 4 (1979); 292-304en-US
dc.source2324-1543
dc.source1174-9857
dc.titleSuspended ceilingsen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeArticleen-US


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