| dc.creator | Leuchars, J. M. | |
| dc.creator | Scrivener, J. C. | |
| dc.date | 1976-06-30 | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/1181 | |
| dc.identifier | 10.5459/bnzsee.9.2.122-131 | |
| dc.description | The presence of an infill panel within a frame greatly increases the stiffness of the structure as compared with the bare frame but in the process a less ductile and a degrading stiffness behaviour is obtained. Although the panel may be isolated from the frame, there are many instances where this
is not the case and so a study of the behaviour of infill-panel frames subjected
to the large lateral loads and deformations associated with earthquakes is essential. | 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/1181/1148 | |
| dc.rights | Copyright (c) 1976 J. M. Leuchars, J. C. Scrivener | 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 9 No 2 (1976); 122-131 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | Masonry infill panels subjected to cyclic in-plane loading | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
