Seismic response of torsionally irregular single story structures
Item
Title (Dublin Core)
en-US
Seismic response of torsionally irregular single story structures
Description (Dublin Core)
en-US
Impulse ground motions are applied to single story structures with different in-plane wall strength and stiffness, rotational inertia, and out-of-plane wall stiffness to obtain the dynamic response considering torsion. A simple hand method to evaluate the impulse response is developed. It is shown that the median increase in response of the critical component considering torsion from many earthquake records is similar to that from impulse records. Using this information, a simple design methodology is proposed which enables the likely earthquake response of critical elements considering torsion to be obtained from building analyses not considering torsion. A design example is also provided.
Creator (Dublin Core)
Au, Eu Ving
MacRae, Gregory
Pettinga, Didier
Deam, Bruce
Sadashiva, Vinod
Soleimankhani, Hossein
Publisher (Dublin Core)
en-US
New Zealand Society for Earthquake Engineering
Date (Dublin Core)
2019-03-31
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/22
10.5459/bnzsee.52.1.44-53
Source (Dublin Core)
en-US
Bulletin of the New Zealand Society for Earthquake Engineering; Vol 52 No 1 (2019); 44-53
2324-1543
1174-9857
Language (Dublin Core)
eng
Relation (Dublin Core)
https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/22/11
Rights (Dublin Core)
en-US
Copyright (c) 2019 Eu Ving Au, Gregory MacRae, Didier Pettinga, Bruce Deam, Vinod Sadashiva, Hossein Soleimankhani
en-US
https://creativecommons.org/licenses/by/4.0
