Seismic performance and loss assessment of light timber frame residential houses in New Zealand: State of the art
DOI:
https://doi.org/10.5459/bnzsee.1701Abstract
Past earthquake experiences in New Zealand indicate that light timber-frame (LTF) residential housing stock in New Zealand could suffer significant damage in major earthquakes, leading to significant downtime and economic losses for the community. It is necessary to develop a rigorous approach to predict seismic damage on LTF residential houses and estimate the subsequent economic losses. This paper provides an overview of recent research advances in the fields of seismic performance assessment and seismic loss models for LTF residential houses in New Zealand. It systematically reviews the evolution of residential houses in New Zealand, experimental and simulation studies of plasterboard bracing walls and LTF buildings, numerical modelling methods currently used for wood shear walls, and prevailing building seismic loss estimation models. In addition, recent technological advancements and current design recommendations relevant to such LTF houses and bracing walls are highlighted. Possible future research directions are recommended to better understand the seismic performance and develop a loss estimation framework for LTF residential houses in New Zealand.
References
Chen Z, Chui Y-H, Doudak G and Nott A (2016). “Contribution of type-X gypsum wall board to the racking performance of light-frame wood shear walls”. Journal of Structural Engineering, 142(5): 4016008. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001468 DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001468
Liu A (2017). “The need for a systematic approach in damage control design for light timber-framed buildings in earthquakes”. Proceedings of the 16th World Conference on Earthquake Engineering, Santiago, Chile.
Liu A and Carradine D (2019). “Seismic bracing performance of plasterboard timber walls”. Bulletin of the New Zealand Society for Earthquake Engineering, 52(2): 56–66. https://doi.org/10.5459/bnzsee.52.2.56-66 DOI: https://doi.org/10.5459/bnzsee.52.2.56-66
Liu A (2015). “SR337 Design Guidance of Specifically Designed Bracing Systems in Light Timber-Framed Residential Buildings”. Judgeford, Wellington. https://www.branz.co.nz/pubs/research-reports/sr337/
Buchanan A, Carradine D, Beattie G and Morris H (2011). “Performance of houses during the Christchurch earthquake of 22 February 2011”. Bulletin of the New Zealand Society for Earthquake Engineering, 44(4): 342–357. https://doi.org/10.5459/bnzsee.44.4.342-357 DOI: https://doi.org/10.5459/bnzsee.44.4.342-357
Paevere PJ, Foliente GC and Kasal B (2003). “Load-sharing and redistribution in a one-story woodframe building”. Journal of Structural Engineering, 129(9): 1275–1284. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:9(1275) DOI: https://doi.org/10.1061/(ASCE)0733-9445(2003)129:9(1275)
Horspool NA, King AB, Lin SL and Uma SR (2016). “Damage and losses to residential buildings during the Canterbury Earthquake Sequence”. New Zealand Society for Earthquake Engineering Annual Conference, Christchurch, New Zealand.
Beattie GJ, Shelton RH, Thurston SJ and Liu AZ (2011). “The performance of residential houses in the Darfield Earthquake of 4 September 2010”. Proceedings of the 9th Pacific Conference on Earthquake Engineering. Auckland, New Zealand. http://db.nzsee.org.nz/2011/165.pdf
Thurston SJ (2013). “SR305 Bracing Ratings for Non-Proprietary Bracing Walls”. BRANZ, Judgeford, Wellington, New Zealand. https://www.branz.co.nz/pubs/research-reports/sr305/
Thurston SJ (2012). “SR273 The Bracing Performance of Long Plasterboard-Lined Walls”. BRANZ, Judgeford, Wellington, New Zealand. https://www.branz.co.nz/pubs/research-reports/sr273/
Cooney RC (1979). “The structural performance of houses in Earthquakes”. Bulletin of the New Zealand Society for Earthquake Engineering, 12(3). http://www.nzsee.org.nz/db/Bulletin/Archive/12(3)0223.pdf DOI: https://doi.org/10.5459/bnzsee.12.3.223-237
Standards New Zealand (2011). “NZS 3604:2011 Timber-Framed Buildings”. Wellington, New Zealand. https://www.standards.govt.nz/shop/nzs-36042011/
BRANZ (2022). “Foundations: Original Details | BRANZ Renovate”. https://www.renovate.org.nz/1970s/foundations-and-subfloors/foundations-original-details/
Awang Ngah S, Dams B, Ansell MP, Stewart J, Hempstead R and Ball RJ (2020). “Structural performance of fibrous plaster. Part 1: Physical and mechanical properties of hessian and glass fibre reinforced gypsum composites”. Construction and Building Materials, 259: 120396. https://doi.org/10.1016/j.conbuildmat.2020.120396 DOI: https://doi.org/10.1016/j.conbuildmat.2020.120396
Lafontaine A, Chen Z, Doudak G and Chui YH (2017). “Lateral behavior of light wood-frame shear walls with gypsum wall board”. Journal of Structural Engineering, 143(8): 4017069. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001798 DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001798
Standards Australia/Standards New Zealand (2018). “AS/NZS 2588 Gypsum Plasterboard”. https://www.standards.govt.nz/shop/asnzs-25882018
Winstone Wallboards (2018). “GIB® Site Guide 2018 - General Wall and Ceiling Installation Section”. Winstone Wallboards Ltd, Wellington, New Zealand. https://www.gib.co.nz/assets/Uploads/GIB-Site-Guide-2018-Complete-Manual.pdf
Sinha A and Gupta R (2009). “Strain distribution in OSB and GWB in wood-frame shear walls”. Journal of Structural Engineering, 135(6): 666–675. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:6(666) DOI: https://doi.org/10.1061/(ASCE)0733-9445(2009)135:6(666)
Wang K, Li M, Dhakal R and Liu A (2023). “Comparison of seismic performance on plasterboard bracing walls and plywood shear walls in the context of New Zealand light timber-framed structures”. Canadian Conference - Pacific Conference on Earthquake Engineering, Vancouver, British Columbia, Canada.
Branston AE (2004). “Development of a Design Methodology for Steel Frame Wood Panel Shear Walls”. McGill University, Canada. https://escholarship.mcgill.ca/concern/theses/7p88ch05x
Liu P, Peterman KD and Schafer BW (2014). “Impact of construction details on OSB-sheathed cold-formed steel framed shear walls”. Journal of Constructional Steel Research, 101: 114–123. https://doi.org/10.1016/j.jcsr.2014.05.003 DOI: https://doi.org/10.1016/j.jcsr.2014.05.003
Lee T, Kato M, Matsumiya T, Suita K and Nakashima M (2007). “Seismic performance evaluation of non-structural components: Drywall partitions”. Earthquake Engineering and Structural Dynamics, 36(3): 367–382. https://doi.org/10.1002/eqe.638 DOI: https://doi.org/10.1002/eqe.638
Petrone C, Magliulo G, Lopez P and Manfredi G (2015). “Seismic fragility of plasterboard partitions via in-plane quasi-static tests”. Earthquake Engineering and Structural Dynamics, 44(14): 2589–2606. https://doi.org/10.1002/eqe.2600 DOI: https://doi.org/10.1002/eqe.2600
Tasligedik AS, Pampanin S and Palermo A (2012). “Damage states and cyclic behaviour of drywalls infilled within RC frames”. Bulletin of the New Zealand Society for Earthquake Engineering, 45(2): 84–94. https://doi.org/10.5459/bnzsee.45.2.84-94 DOI: https://doi.org/10.5459/bnzsee.45.2.84-94
McMullin KM and Merrick D (2002). “Seismic Performance of Gypsum Walls: Experimental Test Program”. Richmond, CA: Consortium of Universities for Research in Earthquake Engineering (CUREE), USA. https://citeseerx.ist.psu.edu/document?repid=rep1&type=pdf&doi=55a63a6ce4638c1abf6b0dcaa7fad78794162734
Uang C-M and Gatto K (2003). “Effects of finish materials and dynamic loading on the cyclic response of woodframe shearwalls”. Journal of Structural Engineering, 129(10): 1394–1402. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:10(1394) DOI: https://doi.org/10.1061/(ASCE)0733-9445(2003)129:10(1394)
Filiatrault A and Folz B (2002). “Performance-based seismic design of wood framed buildings”. Journal of Structural Engineering, 128(1): 39–47. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(39) DOI: https://doi.org/10.1061/(ASCE)0733-9445(2002)128:1(39)
Filiatrault A, Isoda H and Folz B (2003). “Hysteretic damping of wood framed buildings”. Engineering Structures, 25(4): 461–471. https://doi.org/10.1016/S0141-0296(02)00187-6 DOI: https://doi.org/10.1016/S0141-0296(02)00187-6
Paevere PJ (2002). “Full-Scale Testing, Modelling and Analysis of Light-Frame Structures under Lateral Loading”. University of Melbourne. https://www.researchgate.net/profile/Phillip_Paevere/publication/35874832_Full-scale_testing_modelling_and_analysis_of_light-frame_structures_under_lateral_loading/links/563aafc208ae45b5d284b4b8.pdf
Rodriguez-Nikl T, Gupta R, Kramer A and Sinha A (2015). “Seismic laboratory testing of energy-efficient, staggered-stud, wood-frame shear walls”. Journal of Structural Engineering, 141(3): B4014003. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000894 DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000894
Standards Australia/Standards New Zealand (2002). “AS/NZS 1170.0:2002 Structural Design Actions - Part 0: General Principles”. https://www.standards.govt.nz/shop/asnzs-1170-02002
Standards New Zealand (2004). “NZS 1170.5:2004 Structural Design Actions. Part 5: Earthquake Actions ‐ New Zealand”. Wellington, New Zealand. https://www.standards.govt.nz/sponsored-standards/building-standards/NZS1170-5
Shelton R (2010). “P21 A Wall Bracing Test and Evaluation Procedure”. https://d39d3mj7qio96p.cloudfront.net/media/documents/P21-A-wall-bracing-test-and-evaluation-procedure.pdf
ASTM (2019). “ASTM E2126 Standard Test Methods for Cyclic (Reversed) Load Test for Shear Resistance of Framed Walls for Buildings”. West Conshohocken, PA. https://www.astm.org/e2126-19.html
Wolfe RW (1983). “Contribution of Gypsum Wall Board to Racking Resistance of Light-Frame Walls”. US Department of Agriculture, Forest Service, Forest Products Laboratory.
Thurston SJ (1993). “SR54 Report on Racking Resistance of Long Sheathed Timber Framed Walls with Openings”. BRANZ, Judgeford, Wellington. https://www.branz.co.nz/pubs/research-reports/sr54/
Dishongh BE and Fowler DW (1980). “Structural Performance of Gypsum Paneled Shear Walls for Mobile Homes”. Department of Civil Engineering, University of Texas at Austin, USA.
Canadian Standards Association (2014). “CSA O86-19 Engineering Design in Wood”. Mississauga, ON: CSA Group, Toronto.
Thurston SJ (2003). “SR119 Full-Sized House Cyclic Racking Rest”. BRANZ, Judgeford, Wellington. https://www.branz.co.nz/pubs/research-reports/sr119/
Morris HW, Beskhyroun S, Smith, T., Li M and Carradine D (2015). “In-situ lateral load test performance of Christchurch houses”. Tenth Pacific Conference on Earthquake Engineering: Building an Earthquake-Resilient Pacific, Sydney, Australia, 8 pages. https://aees.org.au/wp-content/uploads/2015/12/Paper_155.pdf
Thurston SJ (2012). “SR265 Effect and Remediation of the Loss of Building Lateral Stiffness Caused by Earthquake Loading”. BRANZ, Judgeford, Wellington. https://www.branz.co.nz/pubs/research-reports/sr265/
Francis TC, Sullivan TJ and Filiatrault A (2023). “Shake table testing and modeling of New Zealand light-frame wood buildings”. Journal of Structural Engineering, 149(12). https://doi.org/10.1061/JSENDH.STENG-12413 DOI: https://doi.org/10.1061/JSENDH.STENG-12413
Francis TC (2022). “Base Isolation of New Zealand Light-Frame Wood Buildings”. PhD Dissertation, University of Canterbury, Christchurch, New Zealand. https://ir.canterbury.ac.nz/bitstreams/136e38a0-8864-4850-a396-322ffc06e30b/download
Shelton R (2013). “The Engineering Basis of NZS 3604”. BRANZ, Judgeford, New Zealand.
Standards New Zealand (1993). “NZS 3603:1993 Timber Structures Standard”. Wellington, New Zealand. https://www.standards.govt.nz/shop/nzs-36031993/
Neal BG (1977). The Plastic Methods of Structural Analysis. London: Chapman and Hall.
Foschi RO (2000). “Modelling the hysteretic response of mechanical connectors for wood structures”. 6th World Conference of Timber Engineering, Whistler, Canada.
Li M, Foschi RO and Lam F (2012). “Modeling hysteretic behavior of wood shear walls with a protocol-independent nail connection algorithm”. Journal of Structural Engineering, 138(1): 99–108. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000438 DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000438
Kivell BT, Moss PJ and Carr AJ (1981). “Hysteretic modelling of moment-resisting nailed timber joints”. Bulletin of the New Zealand Society for Earthquake Engineering, 14(4): 233–243. https://doi.org/10.5459/bnzsee.14.4.233-243 DOI: https://doi.org/10.5459/bnzsee.14.4.233-243
Stewart W (1987). “The Seismic Design of Plywood Sheathed Shear Walls”. University of Canterbury, Christchurch, New Zealand. https://ir.canterbury.ac.nz/items/011b4ce3-de89-4323-bdc3-43bd6729b365
Ayoub A (2007). “Seismic analysis of wood building structures”. Engineering Structures, 29(2): 213–223. https://doi.org/10.1016/j.engstruct.2006.04.011 DOI: https://doi.org/10.1016/j.engstruct.2006.04.011
Wen Y-K (1976). “Method for random vibration of hysteretic systems”. Journal of the Engineering Mechanics Division, 102(2): 249–263. https://doi.org/10.1061/JMCEA3.0002106 DOI: https://doi.org/10.1061/JMCEA3.0002106
Foliente GC (1995). “Hysteresis modeling of wood joints and structural systems”. Journal of Structural Engineering, 121(6): 1013–1022. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(1013) DOI: https://doi.org/10.1061/(ASCE)0733-9445(1995)121:6(1013)
Castillo AL (1984). “Nonlinear Analysis of Wood Shear Wall”. Colorado State University, USA.
Gutkowski RM and Castillo AL (1984). “Computer Modeling of Wood Shear Walls”. https://doi.org/10.5169/seals-12219
Gutkowski RM and Castillo AL (1988). “Single-and double-sheathed wood shear wall study”. Journal of Structural Engineering, 114(6): 1268–1284. https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281988%29114%3A6%281268%29 DOI: https://doi.org/10.1061/(ASCE)0733-9445(1988)114:6(1268)
Folz B and Filiatrault A (2001). “Cyclic analysis of wood shear walls”. Journal of Structural Engineering, 127(4): 433–441. https://doi.org/10.1061/(ASCE)0733-9445(2001)127:4(433) DOI: https://doi.org/10.1061/(ASCE)0733-9445(2001)127:4(433)
Gupta AK and Kuo GP (1985). “Behavior of wood‐framed shear walls”. Journal of Structural Engineering, 111(8): 1722–1733. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:8(1722) DOI: https://doi.org/10.1061/(ASCE)0733-9445(1985)111:8(1722)
Dolan JD (1989). “The Dynamic Response of Timber Shear Walls”. University of British Columbia, Vancouver, Canada.
Foschi RO (1977). “Analysis of wood diaphragms and trusses. Part I: Diaphragms”. Canadian Journal of Civil Engineering, 4(3): 345–352. https://doi.org/10.1139/l77-043 DOI: https://doi.org/10.1139/l77-043
Pang W and Hassanzadeh Shirazi SM (2013). “Corotational model for cyclic analysis of light-frame wood shear walls and diaphragms”. Journal of Structural Engineering, 139(8): 1303–1317. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000595 DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000595
Pang W, Ziaei E and Andre F (2012). “A 3D model for collapse analysis of soft-story light-frame wood buildings”. World Conference on Timber Engineering, Auckland, New Zealand. DOI: https://doi.org/10.1061/9780784412367.156
Christovasilis IP and Filiatrault A (2010). “A two-dimensional numerical model for the seismic collapse assessment of light-frame wood structures”. Structures Congress 2010, American Society of Civil Engineers, Reston, VA, 832–843. https://doi.org/10.1061/41130(369)76 DOI: https://doi.org/10.1061/41130(369)76
Xu J and Dolan JD (2009). “Development of a wood-frame shear wall model in ABAQUS”. Journal of Structural Engineering, 135(8): 977–984. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000031 DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0000031
Chen Z, Chui YH, Doudak G, Ni C and Mohammad M (2014). “Simulation of the lateral drift of multi-storey light wood frame buildings based on a modified macro-element model”. Proceedings of the 13th World Conference on Timber Engineering WCTE, Quebec City, Canada, 9 pages.
Li M, Lam F, Foschi RO, Nakajima S and Nakagawa T (2012). “Seismic performance of post and beam timber buildings I: Model development and verification”. Journal of Wood Science, 58(1): 20–30. https://doi.org/10.1007/s10086-011-1219-5 DOI: https://doi.org/10.1007/s10086-011-1219-5
Liu A and Shelton R (2018). “SR404 Seismic Effects of Structural Irregularity of Light Timber-Framed Buildings”. BRANZ, Judgeford, Wellington. https://www.branz.co.nz/pubs/research-reports/sr404/
Ma Z, Li M, Liu A, Wang J, Zhou L and Dong W (2022). “Seismic performance of single-storey light timber-framed buildings braced by gypsum plasterboards considering rigidity of ceiling diaphragms”. Structures, 411: 207–1219. https://doi.org/10.1016/j.istruc.2022.05.076 DOI: https://doi.org/10.1016/j.istruc.2022.05.076
Potter SH, Becker JS, Johnston DM and Rossiter KP (2015). “An overview of the impacts of the 2010-2011 Canterbury Earthquakes”. International Journal of Disaster Risk Reduction, 14: 6–14. https://doi.org/10.1016/j.ijdrr.2015.01.014 DOI: https://doi.org/10.1016/j.ijdrr.2015.01.014
Dowrick DJ (1998). “Damage and intensities in the Magnitude 7.8 1931 Hawke’s Bay, New Zealand, Earthquake”. Bulletin of the New Zealand Society for Earthquake Engineering, 31(3): 139–163. https://doi.org/10.5459/bnzsee.31.3.139-163 DOI: https://doi.org/10.5459/bnzsee.31.3.139-163
Dowrick DJ, Rhoades DA and Davenport PN (2001). “Damage ratios for domestic property in the Magnitude 7.2 1968 Inangahua, New Zealand, Earthquake”. Bulletin of the New Zealand Society for Earthquake Engineering, 34(3): 191–213. https://doi.org/10.5459/bnzsee.34.3.191-213 DOI: https://doi.org/10.5459/bnzsee.34.3.191-213
Dowrick DJ and Rhoades DA (1990). “Damage ratios for domestic buildings in the 1987 Edgecumbe Earthquake”. Bulletin of the New Zealand Society for Earthquake Engineering, 23(2): 137–149. https://doi.org/10.5459/bnzsee.23.2.137-149 DOI: https://doi.org/10.5459/bnzsee.23.2.137-149
Dowrick DJ, Rhoades DA, Babor J and Beetham RD (1995). “Damage ratios for houses and microzoning effects in Napier in the Magnitude 7.8 Hawke’s Bay, New Zealand Earthquake of 1931”. Bulletin of the New Zealand Society for Earthquake Engineering, 28(2): 134–145. https://doi.org/10.5459/bnzsee.28.2.134-145 DOI: https://doi.org/10.5459/bnzsee.28.2.134-145
Dowrick DJ (1991). “Damage costs for houses and farms as a function of intensity in the 1987 Edgecumbe Earthquake”. Earthquake Engineering and Structural Dynamics, 20(5): 455–469. https://doi.org/10.1002/eqe.4290200506 DOI: https://doi.org/10.1002/eqe.4290200506
ATC “ATC-13. Earthquake Damage Evaluation Data for California”. Applied Technology Council, California. http://nisee.berkeley.edu/elibrary/Text/S22323
Cousins W (2004). “Towards a first-order earthquake loss model for New Zealand”. New Zealand Society for Earthquake Engineering Annual Conference, Rotorua, New Zealand. https://citeseerx.ist.psu.edu/document?repid=rep1&type=pdf&doi=3f1a017302b215f28f3ebd462197943c491415f3
Ospina R and Ferrari SLP (2010). “Inflated beta distributions”. Statistical Papers, 51(1): 111–126. https://doi.org/10.1007/s00362-008-0125-4 DOI: https://doi.org/10.1007/s00362-008-0125-4
Francis TC, Sullivan TJ and Filiatrault A (2020). “Value case for the use of seismically isolated light-frame wood buildings in New Zealand”. 17th World Conference on Earthquake Engineering, Sendai, Japan. https://wcee.nicee.org/wcee/article/17WCEE/8g-0001.pdf
Cornell A (2000). “Progress and Challenges in Seismic Performance Assessment”. PEER Newsletter. https://cir.nii.ac.jp/crid/1572824500486199168
Moehle J and Deierlein GG (2004). “A framework methodology for performance-based earthquake engineering”. 13th World Conference on Earthquake Engineering, Vancouver, Canada, 12 pages.
FEMA (2012). “FEMA P-58-1: Seismic Performance Assessment of Buildings, Volume 1 – Methodology”. Washington DC.
Fox M, Yeow T, Keen J, Sullivan T and Pavese A (2024). “New Zealand specific consequence functions for seismic loss assessment”. Bulletin of the New Zealand Society for Earthquake Engineering, 57(1): 18–26. https://doi.org/10.5459/bnzsee.1642 DOI: https://doi.org/10.5459/bnzsee.1642
Fox M, Goebbels S, Keen J and Sullivan T (2021). "Repair methods and costs for earthquake-damaged building components in New Zealand". DesignSafe-CI. https://doi.org/10.17603/ds2-c9kw-n302
Yeow TZ, Orumiyehei A, Sullivan TJ, MacRae GA, Clifton GC and Elwood KJ (2018). “Seismic performance of steel friction connections considering direct-repair costs”. Bulletin of Earthquake Engineering, 16(12): 5963–5993. https://doi.org/10.1007/s10518-018-0421-x DOI: https://doi.org/10.1007/s10518-018-0421-x
Bradley BA (2011). “SLAT: Seismic Loss Assessment Tool (Version 1.16)”. Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand.
Stirling M, McVerry G, Gerstenberger M, Litchfield N, Van Dissen R, Berryman K, Barnes P, Wallace L, Villamor P, Langridge R, Lamarche G, Nodder S, Reyners M, Bradley B, Rhoades D, Smith W, Nicol A, Pettinga J, Clark K and Jacobs K (2012). “National seismic hazard model for New Zealand: 2010 update”. Bulletin of the Seismological Society of America, 102(4): 1514–1542. https://doi.org/10.1785/0120110170 DOI: https://doi.org/10.1785/0120110170
Bradley BA (2013). “A New Zealand-specific pseudospectral acceleration ground-motion prediction equation for active shallow crustal earthquakes based on foreign models”. Bulletin of the Seismological Society of America, 103(3): 1801–1822. https://doi.org/10.1785/0120120021 DOI: https://doi.org/10.1785/0120120021
Liu A and Carradine D (2023). “Seismic damage states and damage quantification of light timber framed walls in residential houses”. New Zealand Society for Earthquake Engineering Annual Technical Conference, Wellington, New Zealand. https://repo.nzsee.org.nz/handle/nzsee/2591