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Thrust Areas | Key tasks/Deliverables | Start | Finish |
FP4.1 New technologies for buildings | 1. Develop low damage systems for buildings (with focus on whole-of-building performance) including guidance for their design and construction. | 1/01/2016 | 31/12/2020 |
2. Development of a risk-targeted design methodology for new systems. | 1/01/2018 | 31/12/2020 | |
FP4.2 Performance objectives and reparability of systems | 1. Develop methodology for assessing residual capacity of building structures (generalised and material specific) | 1/01/2016 | 31/12/2016 |
2. Use of large-scale test results for validation of models to assess performance (including residual capacity and repair techniques) | 1/01/2018 | 31/12/2020 | |
3. Develop improved means of considering reparability within the performance assessment of new and conventional buildings systems | 1/01/2018 | 31/12/2020 | |
4. Develop alternative repair strategies for existing structures considering advanced performance measures | 1/01/2018 | 31/12/2020 | |
FP4.3 Implementation | 1. Identify means (economic, regulatory, etc) to implementation of low-damage systems | 1/01/2016 | 31/12/2020 |
2. Propose alternative methods to assess performance (economic or other relevant reparability performance objectives) of traditional building solutions with that of low-damage systems | 1/01/2017 | 31/12/2020 |
2018 RfP Information
Next Flagship RfP Collaboration Meeting: TBD
Draft Flagship Programme 2018:
Area | Planned Task | Key People | % |
1. Development and comparison of different strategies for risk targeted seismic design of SDOF structures. | FP4.1.2 | Amir Orumiyehei, Tim Sullivan, Ken Elwood | 2% |
2. Analytical assessment of residual capacity of structural steel systems; developing innovative means of assessing low-cycle fatigue effects on residual capacity. | FP4.2.2 | Greg MacRae, Charles Clifton | 18% |
3. Analytical assessment of residual capacity of concrete systems, including repaired systems and retrofit systems. | FP4.2.1 and FP4.2.2 | Rick Henry, Des Bull, Tim Sullivan, Ken Elwood, | 30% |
4. Development of procedures for the definition of both horizontal and vertical acceleration and displacement spectra at various floor levels in structural systems, including verification using data from instrumented buildings and data from ILEE low-damage concrete building test. | FP4.1.2 and FP4.2.1 | Reagan Chandramohan, Geoff Rodgers, David Welch, Tim Sullivan | 12% |
5. Verification of innovative solutions for light-weight partition walls and comparison of performance with conventional partition wall systems. | FP4.1.1 and FP4.2.1 | Joshua Mulligan, Tim Sullivan, Rajesh Dhakal | 6% |
6. Validation and development of innovative technologies to enhance performance of existing/conventional RC structures. | FP4.1.1 and FP4.2.3 | Geoff Rodgers, Trevor Yeow, Tim Sullivan, Stefano Pampanin | 12% |
7. Development of a value proposition for base-isolation of New Zealand buildings. | FP4.3.1 and FP4.3.2 | Tim Sullivan, Nick Horspool, Larry Ballamy | 18% |
8. Development of a value proposition for steel buildings with low-damage friction sliding connections. | FP4.3.1 and FP4.3.2 | Trevor Yeow, Charles Clifton, Greg MacRae, Tim Sullivan | 2% |
RfP Projects are being sought in the following areas:
Across all F4 flagship areas. Note that clear implementation pathways must be provided for any proposals related to new technologies.
Opportunity
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Earthquake resilience requires a built environment that not only protects citizens from death and injury, but also enables communities to return to the norms of everyday life soon after a major earthquake. In contrast, for example, current NZ and international building codes focus only on achieving “life safety” performance when a building is subjected to a major earthquake, and do not provide any assurance infrastructure will be repairable afterwards. After the Canterbury Earthquakes with approximately 70% of buildings in the CBD have been demolished, it is time for a new design paradigm whereby reparability or damage-control is explicitly considered in the design process. This requires both the development of new low damage systems and quantification of the reparability (cost and time) of conventional systems.
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