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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Main Authors: | , , , |
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Format: | Book Chapter |
Language: | English |
Published: |
New Zealand Society for Earthquake Engineering
2010
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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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