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The Poor Performance of Non Structural Components in Seismic Events in Context
Cary Milkop
author
Najif Ismail
author
2018
Massey Univeristy
Albany, Auckland, New Zealand
English
Damage to non-structural components (NSCs) in seismic events has been identified as a recurring problem in New Zealand for decades. It is also a problem in comparable seismic risk countries. Whilst improvements have been made and lessons learned, the complexity of suspended ceilings has also grown. The purpose of this article is to review the situation for suspended NSCs and to discuss recommendations. Whilst NSCs have not received the attention that structural components have, they are a significant source of costs and consequences should they fail in seismic events. Several articles have emerged surrounding NSC failure but owing to the inherent complexity of the subject, there is no one document that covers all aspects. The poor performance of NSCs in seismic events has been known and written about for several decades. The USA is a comparable and useful source of information around what has proven to be effective and system-changing.
seismology earthquake retrofitting
exported from refbase (http://idl.iscram.org/show.php?record=1681), last updated on Fri, 15 Nov 2019 13:55:56 +0100
text
http://idl.iscram.org/files/carymilkop/2018/1681_CaryMilkop+NajifIsmail2018.pdf
CaryMilkop+NajifIsmail2018
Proceedings of ISCRAM Asia Pacific 2018: Innovating for Resilience – 1st International Conference on Information Systems for Crisis Response and Management Asia Pacific.
Iscram Ap 2018
Kristin Stock
editor
Deborah Bunker
editor
2018
Massey Univeristy
Albany, Auckland, New Zealand
conference publication
351
365
978-0-473-45447-0
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