| dc.contributor.author | Millen, Maxim | |
| dc.contributor.author | Storie, Luke | |
| dc.date.accessioned | 2024-07-01T02:01:09Z | |
| dc.date.available | 2024-07-01T02:01:09Z | |
| dc.date.issued | 2024-04-09 | |
| dc.identifier.uri | https://repo.nzsee.org.nz/xmlui/handle/nzsee/2685 | |
| dc.description.abstract | Rocking foundations can offer significant benefits both in terms of seismic performance and reduced embodied carbon. This paper applies a displacement-based design procedure to achieve a rocking foundation for a multi-storey apartment building and then analyses the performance using both displacement-based assessment and nonlinear time history analysis. The seismic performance and embodied carbon are compared to a conventionally designed building. | |
| dc.language.iso | en | |
| dc.publisher | New Zealand Society for Earthquake Engineering | |
| dc.relation.ispartofseries | 2024;17 | |
| dc.subject | Earthquake geotechnical design including soil-structure interaction | |
| dc.title | Evaluating the benefits of rocking shallow foundations | |
| dc.type | Article | |
