dc.creator | Matthewson, C. D. | |
dc.creator | Davey, R. A. | |
dc.date | 1979-12-31 | |
dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1042 | |
dc.identifier | 10.5459/bnzsee.12.4.340-345 | |
dc.description | The design and the analysis of an irregular six storey office building are described. The building has an unconventional earthquake resisting system: a precast concrete cross-braced perimeter frame incorporating force-limiting devices (termed "inserts") in the form of enclosed axially yielding short steel members.
A series of inelastic dynamic analyses indicates that the system very effectively combines the inherent strength and stiffness of the cross-braced frame with the energy-dissipating function of the yielding inserts.
Cost estimates indicate that the system is a particularly economic one. | en-US |
dc.format | application/pdf | |
dc.language | eng | |
dc.publisher | New Zealand Society for Earthquake Engineering | en-US |
dc.relation | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1042/1015 | |
dc.rights | Copyright (c) 1979 C. D. Matthewson, R. A. Davey | en-US |
dc.rights | https://creativecommons.org/licenses/by/4.0 | en-US |
dc.source | Bulletin of the New Zealand Society for Earthquake Engineering; Vol 12 No 4 (1979); 340-345 | en-US |
dc.source | 2324-1543 | |
dc.source | 1174-9857 | |
dc.title | Design of an earthquake resisting building using precast concrete cross-braced panels and incorporating energy absorbing devices
| en-US |
dc.type | info:eu-repo/semantics/article | |
dc.type | info:eu-repo/semantics/publishedVersion | |
dc.type | Article | en-US |