What if we had the tools to minimise damage while accelerating construction?
WSP developed a unique and positive result in this high-risk seismic zone with deep soft ground conditions due to the proximity to the Avon River.
The cost-efficient steel framing, combined with a viscous damped bracing system, allowed WSP to meet the operational requirements as well as Te Whatu Ora’s tight budget for an IL3 building. The reduced foundation loads are governed by gravity loads rather than seismic, resulting in lower storey drifts which directly correlates to less superstructure damage in a seismic event.
It also reduces the floor accelerations which limits potential damage to secondary structure and building contents during an earthquake.
The solution resulted in a more economical foundation design - decreasing steelwork tonnage made the structure quicker to erect. The design was supported by using partially prefabricated steel and full-height columns which were grouted from the bottom - making construction faster, safer, and cheaper, as many steps could be carried out at ground level instead of working at heights.
To facilitate co-ordination between all disciplines we used our BIM capability extensively and, beyond what is typically provided, modelled the primary and secondary structure to a level of detail of 300-350. This allowed for services/structure clash detection, sped up the shop drawing process, and provided a model used for ordering, planning erection sequence, and quality control by the contractor.
During the construction phase of the project, where an even higher level of co-ordination was required, we implemented a cloud-based tool, BIMTrack, in conjunction with Autodesk Navisworks, which supported co-ordination between all parties.