Plastic hinge locations in steel columns
Item
Title (Dublin Core)
en-US
Plastic hinge locations in steel columns
Description (Dublin Core)
en-US
Some standards for the design of steel structures attempt to encourage column yielding at the member ends, rather than along the column length during inelastic action such as may occur during strong earthquake shaking. In this paper, effects of residual stress and stability are considered separately and then combined to obtain equations that are more simple and more accurate than those in current standards.
Creator (Dublin Core)
MacRae, Gregory A.
Lu, Arthur Y. C.
Peng, Brian H. H.
Hann, Chris
Ziemian, Ron
Clifton, G. Charles
Publisher (Dublin Core)
en-US
New Zealand Society for Earthquake Engineering
Date (Dublin Core)
2010-03-31
Type (Dublin Core)
info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
en-US
Article
Format (Dublin Core)
application/pdf
Identifier (Dublin Core)
https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/286
10.5459/bnzsee.43.1.7-12
Source (Dublin Core)
en-US
Bulletin of the New Zealand Society for Earthquake Engineering; Vol 43 No 1 (2010); 7-12
2324-1543
1174-9857
Language (Dublin Core)
eng
Relation (Dublin Core)
https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/286/272
Rights (Dublin Core)
en-US
Copyright (c) 2010 Gregory A. MacRae, Arthur Y. C. Lu, Brian H. H. Peng, Chris Hann, Ron Ziemian, G. Charles Clifton
en-US
https://creativecommons.org/licenses/by/4.0
