| dc.creator | Ohkubo, Masamichi | |
| dc.date | 1989-06-30 | |
| dc.date.accessioned | 2020-01-13T11:20:50Z | |
| dc.date.available | 2020-01-13T11:20:50Z | |
| dc.identifier | https://bulletin.nzsee.org.nz/index.php/bnzsee/article/view/779 | |
| dc.identifier | 10.5459/bnzsee.22.2.90-97 | |
| dc.identifier.uri | https://repo.nzsee.org.nz/xmlui/handle/nzsee/1533 | |
| dc.description | To resolve the undesirable effects of reinforced concrete non-structural walls to the earthquake behaviour of structural members, weak points (called "Structural Slits") are intentionally provided at the connection between structural members and non-structural walls. This paper presents an estimation method for the stress developed in the "Structural Slits" which are applied to the non-structural walls of reinforced concrete high-rise residential buildings. | 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/779/754 | |
| dc.rights | Copyright (c) 1989 Masamichi Ohkubo | 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 22 No 2 (1989); 90-97 | en-US |
| dc.source | 2324-1543 | |
| dc.source | 1174-9857 | |
| dc.title | An estimation method for seismic effects of reinforced concrete non-structural walls to structural frame members | en-US |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | Article | en-US |
