Assessing the Bolted Connection Strength of New Zealand Hardwood

From published literature, it was found that through-bolt connections were typically applied as a retrofit technique to most New Zealand unreinforced masonry (URM) buildings following the 1931 Hawke’s Bay earthquake. As connection failure by tearing out part of the diaphragm joist was observed in pa...

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Bibliographic Details
Main Authors: Abdul Razak, Abdul Karim, Quenneville, Pierre, Norazzlina, M.Sa‘don, Ingham, Jason M.
Format: Book Chapter
Language:English
Published: New Zealand Society for Earthquake Engineering 2010
Subjects:
Online Access:http://ir.unimas.my/id/eprint/31703/1/Assessing%20%20the%20%20Bolted%20%20Connection%20%20Strength%20%20of%20%20New%20%20Zealand%20Hardwood.pdf
http://ir.unimas.my/id/eprint/31703/
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