STRUCTURAL SYSTEMS DESIGNED FOR NEW ZEALAND BUILDINGS
NZ-developed technology, trusted for New Zealand's buildings.
New Zealand structural engineers are using Tectonus technology to control earthquake response, reduce structural demand and improve post-earthquake performance. Tectonus systems add precisely controlled damping and, where required, self-centering behaviour to the lateral system.
Applications include:
- steel braced frames
- mass timber and rocking-wall systems
- concrete structures
- seismic strengthening and retrofit
All systems can be incorporated into New Zealand seismic design using project-appropriate analysis and Building Code compliance pathways.
NZ firms with Tectonus design experience



New Zealand Project Examples

FORTE HEALTH HOSPITAL
IL4 hospital with reduced foundation demand
The preliminary EBF design met the project’s seismic objectives but generated high capacity-design actions in the foundation system. Lewis Bradford adopted 48 Tectonus DMAX braces. Maximum pile tension demand reduced from 1,200 kN to 1,000 kN and compression demand from 2,000 kN to 1,650 kN; reductions of approximately 17% and 17.5% respectively. Nonlinear analysis confirmed the adopted performance objectives.

NELSON AIRPORT TERMINAL
Self-centering dampers for a mass timber airport
Dunning Thornton used Tectonus self-centering devices at the bases of the terminal’s tall LVL columns. Their high initial stiffness helped control drift in the flexible timber structure, with displacement-based design verified using nonlinear time-history analysis. The tension-only devices were configured for 350 kN capacity and 20 mm displacement, helping make the 12-metre-high timber roof structure possible without visually heavy columns.

48 GREYS AVE AUCKLAND
Lightweight tension-only bracing; existing building
Adding a new level approximately 40 metres above ground created high seismic accelerations without the project team wanting to add heavy bracing or load to the existing concrete structure. TEKTON combined ReidBrace tension members with 32 Tectonus RSFJs rated at 100 kN. The resulting damping and ductility removed the need for additional members or strengthening of the existing structure.
Why Add Controlled Damping to the Lateral System?
Conventional seismic systems often rely on ductility through yielding structural members.
Depending on the structure, this can result in:
- higher capacity-design actions
- greater demand on connections and foundations
- residual deformation after a significant event
- more extensive intervention when strengthening existing buildings
Purpose-designed damping systems dissipate earthquake energy within controlled devices rather than relying solely on structural yielding.
Potential system-level benefits include:
- reduced seismic force demand
- controlled overstrength actions
- reduced residual drift where self-centering is incorporated
- potential reductions in structural and foundation requirements
The effect is project-specific and depends on the complete structural system, seismic hazard, device properties and analysis assumptions.
Projects where Tectonus can deliver most impact
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High seismicity regions
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High importance level (IL3/4)
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Poor soils / high foundation cost
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Tall and irregular structures
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Capacity-limited existing structures
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Sensitivity to future code changes (e.g. TS 1170.5)
Seismic Systems for Different Design Objectives
Different projects have different seismic performance objectives. Some prioritise reducing seismic demand and structural weight, while others focus on minimising damage, improving resilience, or simplifying retrofit construction. Tectonus has a range of seismic damping solutions that can be matched to the performance goals of a project.

TECTONUS DMAX
BRB/EBF alternative with low overstrength
A friction-damped structural brace that provides high energy dissipation with low overstrength demand.
Often used for:
- Steel braced frame buildings
- BRB / EBF replacement
- Commercial buildings
- Seismic retrofits
Why engineers consider DMAX:
- High hysteretic damping
- Reduced force demand on supporting elements
- Lower overstrength compared with conventional yielding systems
- Familiar design approach for engineers experienced with braced frames

TECTONUS RSFJ
Self-centering seismic braces hold downs
A friction-based connection that combines energy dissipation with self-centring behaviour.
Often used for:
- Critical (post-disaster) infrastructure
- Mass timber structures
- Low-damage seismic design
- Rocking structural systems
Why engineers consider RSFJ:
- Reduces residual drift after earthquakes
- Enables self-centring structural behaviour
- Provides repeatable energy dissipation
- Supports resilient building design without structural yielding

TECTONUS XBRACE
Tension-only braces; 3x ductility
A damped tension-only bracing system designed for efficient seismic strengthening and new construction.
Often used for:
- Industrial buildings
- Warehouses
- Low-rise steel structures
- Retrofit projects
Why engineers consider XBRACE:
- Lightweight and simple to install
- Improves seismic energy dissipation
- Can reduce seismic demand on foundations
- Supports efficient steel bracing layouts
Designing with Tectonus in New Zealand
Tectonus systems can be designed within either the current NZS 1170.5:2004 seismic design framework referenced by B1/VM1, or using an alternative seismic demand basis where appropriate, including the newer TS 1170.5 framework incorporating the 2022 National Seismic Hazard Model.
The selected seismic design basis establishes the earthquake demands on the building. The Tectonus system is then incorporated explicitly into the structural analysis, considering its force–displacement behaviour, activation force, energy dissipation, displacement capacity and the forces transferred to the surrounding structure.
Where the proposed design methodology falls outside the scope of the Verification Method, compliance with NZBC Clause B1 can be demonstrated as an Alternative Solution, supported by appropriate analysis, testing and engineering evidence.
Regulatory Process & Approvals
Should the BCA require independent peer review, a growing number of engineering firms have experience peer-reviewing Tectonus designs. The peer reviewer provides the PS2, and Tectonus provides the PS1 (device design) as well as PS3 (manufacturing). This regulatory process has been proven and accepted by all the main BCAs in New Zealand.
Tectonus maintains strong technical links to the University of Auckland and Auckland University of Technology.
System and component testing has included:
- full-scale DMAX brace testing at the AUT Structures Laboratory
- RSFJ timber, concrete and steel system tests at the University of Auckland and AUT
- full-scale tension-only and tension-compression brace testing
- DFFJ dynamic testing to ASCE 7 and EN 15129 protocols
- durability, scalability and secondary-fuse testing
AUT provides access to dynamic testing facilities, while Tectonus also has internal quasi-static testing capability up to 5,000 kN.
Every production device is performance tested against its specified requirements before shipment.
Local Engineering Support
Tectonus' Auckland-based engineering team works directly with structural engineers from concept design through detailed analysis, peer review and project delivery.
Support can include:
- preliminary feasibility assessment
- device selection and sizing
- ETABS, SAP2000 and nonlinear modelling guidance
- testing documentation and technical data
- connection and system-design input
- peer-review and consent support
The local team combines New Zealand seismic-design experience with knowledge gained from more than 40 delivered projects across New Zealand, Canada, the USA and Japan.
How can we help?
Ask a technical question, discuss a live project or arrange a technical presentation with the Tectonus engineering team.