More information will be available soon! Stay tuned!
13-27 Manners Street is a modern 15-storey commercial tower building in the heart of downtown Wellington.
The reinforced concrete tower building was built in the 1980s, and its primary weaknesses were the pre-cast floor units which lacked strength and were vulnerable to building deformation. Miyamoto provided seismic rehabilitation services to address the building deficiencies.
Traditional strengthening solutions would require invasive work to the interior. Miyamoto’s approach was to incorporate fluid viscous dampers into the existing concrete frame. By adding energy dissipation, building drift and acceleration reduced.
In the design, Miyamoto employed sophisticated structural analysis and laboratory testing of connection configurations and were actively engaged with the contractor to develop a resilient retrofit solution with a performance objective above Life Safety.
By adopting a higher performance criterion, the client can minimise time for re-occupancy and functional recovery, as well as direct financial losses following a seismic event.
In addition to the structural benefits, working only around the perimeter and isolated internal locations minimises downtime, disruption and refurbishment costs during construction.
The Annex to the Wellington Town Hall has been developed to provide entry, bar and bathroom facilities to the newly strengthened hall. This project had a tight design and delivery programme of 20 months with drove a structural design based on rapid construction. Built on the existing foundations of the 1940s constructed Municipal Office Building, this structure uses mass timber components and a unique rocking core to limit foundation demands and provide a level of resilience complimentary with the base-isolated hall.
Following on from case study paper at the 2024 NZSEE, there is the opportunity to visit Turnbull House, currently undergoing strengthening.
Turnbull House is a Category 1 Heritage building on Bowen Street in Wellington. It was built in the 1910s as a residence and library, primarily from unreinforced masonry. Although some strengthening was carried out in the 1950s and 1990s, it has been assessed as Earthquake Prone and so currently undergoing major programme of improvement. Construction involves extensive temporary works to facilitate installation of Triple Friction Pendulums below the Ground Floor, chosen to minimise disruption, cost and intervention to the heritage fabric above.
This site visit will give NZSEE conference attendees an overall look at the Future Accommodation Strategy (FAS) works on Parliament’s western precinct, with a focus on seismic performance, low damage design, and operational resilience.
The visit will centre on the new six-storey Importance Level 4 (IL4) Museum Street building – a supplementary damped base isolated, mass timber office building designed to the latest in seismic hazard. The building incorporates friction pendulum isolators, high-velocity fluid-viscous dampers, extensive use of Mass Timber, and standalone capability to support essential Parliament functions post event.
Several stations will be set up around site, allowing the wider project team to discuss all aspects of the structural, service, and architectural design. This will include choice of seismic systems, low carbon design choices, Green Star targets, cultural partnerships with Manu Whenua and more.
This event is being hosted in partnership with Parliamentary Service, LT McGuinness and the wider design team.