| dc.contributor.author | Grant, Michelle | |
| dc.date.accessioned | 2021-06-22T04:01:58Z | |
| dc.date.available | 2021-06-22T04:01:58Z | |
| dc.date.issued | 2021-04-14 | |
| dc.identifier.uri | https://repo.nzsee.org.nz/xmlui/handle/nzsee/2388 | |
| dc.description.abstract | The Case study building was designed and built in 2003. The building is a single storey rectangular shaped 25m x 21m steel portal frame structure with precast concrete panels. The building is typical of a modern commercial building in New Zealand.
The building was assessed to have a seismic rating below 34%NBS(IL2) and is in the process of being strengthened.
This paper will suggest a process for how to go about completing a review of this type of building and discuss some of the things to watch out for. Options for strengthening are also briefly discussed. | |
| dc.language.iso | en | |
| dc.publisher | New Zealand Society for Earthquake Engineering | |
| dc.relation.ispartofseries | 2021;0095 | |
| dc.subject | Communicating seismic risk and mitigation strategies | |
| dc.subject | Case studies and research supporting mitigation by retrofitting | |
| dc.subject | Engineering assessments for general purposes and potentially earthquake-prone buildings | |
| dc.title | A Typical Commercial Low Rise Structure - Case Study | |
| dc.type | Article | |
