Analysis of damage data collected for wine storage tanks following the 2013 and 2016 New Zealand earthquakes

  • Mohsen Yazdanian Dept. of Civil and Environmental Engineering, University of Auckland, Auckland
  • Jason Ingham Dept. of Civil and Environmental Engineering, University of Auckland, Auckland
  • Christopher Kahanek Diagnostics-Walter P Moore, Los Angeles, USA
  • Nicholas Cradock-Henry Landcare Research, Lincoln, NZ
  • Joanna Fountain Faculty of Environment, Society and Design, Lincoln University, Lincoln, NZ
  • Dmytro Dizhur Dept. of Civil and Environmental Engineering, University of Auckland, Auckland

Abstract

The 2013 Seddon earthquake (Mw 6.5), the 2013 Lake Grassmere earthquake (Mw 6.6), and the 2016 Kaikōura earthquake (Mw 7.8) provided an opportunity to assemble the most extensive damage database to wine storage tanks ever compiled worldwide. An overview of this damage database is presented herein based on the in-field post-earthquake damage data collected for 2058 wine storage tanks (1512 legged tanks and 546 flat-based tanks) following the 2013 earthquakes and 1401 wine storage tanks (599 legged tanks and 802 flat-based tanks) following the 2016 earthquake. Critique of the earthquake damage database revealed that in 2013, 39% and 47% of the flat-based wine tanks sustained damage to their base shells and anchors respectively, while due to resilience measures implemented following the 2013 earthquakes, in the 2016 earthquake the damage to tank base shells and tank anchors of flat-based wine tanks was reduced to 32% and 23% respectively and instead damage to tank barrels (54%) and tank cones (43%) was identified as the two most frequently occurring damage modes for this type of tank. Analysis of damage data for legged wine tanks revealed that the frame-legs of legged wine tanks sustained the greatest damage percentage among different parts of legged tanks in both the 2013 earthquakes (40%) and in the 2016 earthquake (44%). Analysis of damage data and socio-economic findings highlight the need for industry-wide standards, which may have socio-economic implications for wineries.

References

NZ Wine (2018). New Zealand Winegrowers Annual Report. https://www.nzwine.com/en/media/statistics/annual-report. (Accessed: 17 July 2019).

Karl A (2018). “Attitudes toward Sustainable New Zealand Wine held by Millennials in the United States”. Masters Thesis, University of Canterbury, Christchurch, New Zealand.

Standards New Zealand (2004). "NZS1170.5: Structural Design Actions. Part 5: Earthquake Actions‐New Zealand”. Standards New Zealand, Wellington, 76 pp.

Dizhur D, Simkin G, Giaretton M, Loporcaro G, Palermo A and Ingham J (2017). “Performance of winery facilities during the 14 November 2016 Kaikōura earthquake”. Bulletin of the New Zealand Society for Earthquake Engineering, 50(2): 206–224.

Yazdanian M, Ingham JM, Dizhur D and Kahanek C (2019). “A conspectus of wine storage tank damage data following the 2013 and 2016 New Zealand earthquakes”. 2019 Pacific Conference on Earthquake Engineering, Auckland, New Zealand.

Morris GJ, Bradley BA, Walker A and Matuschka T (2013). “Ground motions and damage observations in the Marlborough region from the 2013 Lake Grassmere earthquake”. Bulletin of the New Zealand Society for Earthquake Engineering, 46(4): 169–186.

Rosewitz J and Kahanek C (2014). “Performance of wine storage tanks: Lessons from the earthquakes near Marlborough”. Australasian Structural Engineering Conference (ASEC), Auckland, New Zealand, 9-11 July.

Yazdanian M, Ingham JM, Kahanek C and Dizhur D (2020). “Damage to flat-based wine storage tanks in the 2013 and 2016 New Zealand earthquakes”. Journal of Constructional Steel Research, 168: 105983.

Amiri M and Sabbagh-Yazdi SR (2011). “Ambient vibration test and finite element modeling of tall liquid storage tanks”. Thin-walled Structures, 49(8): 974-983.

Molin B and Remy F (2013). “Experimental and numerical study of the sloshing motion in a rectangular tank with a perforated screen”. Journal of Fluids and Structures, 43: 463-480.

Virella JC, Prato CA and Godoy LA (2008). “Linear and nonlinear 2D finite element analysis of sloshing modes and pressures in rectangular tanks subject to horizontal harmonic motions”. Journal of Sound and Vibration, 312(3): 442-460.

Yazdanian M and Ghasemi S (2017). “Study on fundamental frequencies of cylindrical storage tanks obtained from codes and finite element method”. Civil Engineering Infrastructures Journal, 50(1): 135-149.

Benasciutti D, Moro L and Cimenti N (2014). “Seismic analysis of a liquid storage tank used in wine industry: a FEM-based approach”. International CAE Conference, Italy, 27-28 October.

Hosseinzadeh N, Kazem H, Ghahremannejad M, Ahmadi E and Kazem N (2013). “Comparison of API650-2008 provisions with FEM analyses for seismic assessment of existing steel oil storage tanks”. Journal of Loss Prevention in the Process Industries, 26(4): 666-675.

Moslemi M and Kianoush MR (2012). “Parametric study on dynamic behavior of cylindrical ground-supported tanks”. Engineering Structures, 42: 214-230.

Spritzer JM and Guzey S (2017). “Nonlinear numerical evaluation of large open-top aboveground steel welded liquid storage tanks excited by seismic loads”. Thin-Walled Structures, 119: 662-676.

Yazdanian M, Razavi V and Mashal M (2016). “Study on the dynamic behavior of cylindrical steel liquid storage tanks using finite element method”. Journal of Theoretical and Applied Vibration and Acoustics, 2(2): 145-166.

Ozdemir Z, Souli M and Yasin MF (2012). “Numerical evaluation of nonlinear response of broad cylindrical steel tanks under multidimensional earthquake motion”. Earthquake Spectra, 28(1): 217-238.

Spritzer JM and Guzey S (2017). “Review of API 650 Annex E: Design of large steel welded aboveground storage tanks excited by seismic loads”. Thin-Walled Structures, 112: 41-65.

Eshghi S and Razzaghi MS (2007). “Performance of cylindrical liquid storage tanks in Silakhor, Iran earthquake of March 31, 2006”. Bulletin of the New Zealand Society for Earthquake Engineering, 40(4): 173-182.

Moeini M and Goudarzi MA (2018). “Seismic damage criteria for a steel liquid storage tank shell and its interaction with demanded construction material”. Bulletin of the New Zealand Society for Earthquake Engineering, 51(2): 70-84.

Ruiz RO, Lopez-Garcia D and Taflanidis AA (2015). “An efficient computational procedure for the dynamic analysis of liquid storage tanks”. Engineering Structures, 85: 206-218.

Malhotra PK, Wenk T and Wieland M (2000). “Simple procedure for seismic analysis of liquid-storage tanks”. Structural Engineering International, 10(3): 197-201.

Cortes G and Prinz GS (2017). “Seismic fragility analysis of large unanchored steel tanks considering local instability and fatigue damage”. Bulletin of Earthquake Engineering, 15(3): 1279-1295.

Hosseinzadeh N, Sangsari MK and Ferdosiyeh HT (2014). “Shake table study of annular baffles in steel storage tanks as sloshing dependent variable dampers”. Journal of Loss Prevention in the Process Industries, 32: 299-310.

Cooper TW and Wachholz TP (1999). “Performance of petroleum storage tanks during earthquakes 1933–1995”. Optimizing Post-Earthquake Lifeline System Reliability (pp. 878-886), ASCE.

American Lifeline Alliance (ALA) (2001). “Seismic fragility formulation for water system: Part 1- Guideline”. ASCE.

American Lifeline Alliance (ALA) (2001). “Seismic fragility formulation for water system: Part 2- Guideline”. ASCE.

Manos GC (1991). “Evaluation of the earthquake performance of anchored wine tanks during the San Juan, Argentina, 1977 earthquakexs”. Earthquake Engineering and Structural Dynamics, 20(12): 1099-1114.

Fischer EC, Liu J and Varma AH (2016). “Investigation of cylindrical steel tank damage at wineries during earthquakes: Lessons learned and mitigation opportunities”. Practice Periodical on Structural Design and Construction, 21(3): 04016004.

Fischer E (2014). “Learning from Earthquakes: 2014 Napa Valley Earthquake Reconnaissance Report”. West Lafayette, Indiana, USA.

Earthquake Engineering Research Institute (1990). “Loma Prieta Earthquake Reconnaissance Report: Supplement C”. 6: 25–80.

González E, Almazán J, Beltrán J, Herrera R and Sandoval V (2013). “Performance of stainless steel winery tanks during the 02/27/2010 Maule Earthquake”. Engineering Structures, 56: 1402-1418.

Galloway B and Ingham J (2015). “The 2014 South Napa earthquake and its relevance for New Zealand”. SESOC Journal, 28(1): 69.

Yazdanian M, Ingham JM, Lomax W, Wood R and Dizhur D (2020). “Damage observations and remedial options for approximately 1500 legged and flat-based liquid storage tanks following the 2016 Kaikōura earthquake”. Structures, 24: 357-376.

Moehle JUB, Riddell RUC and Boroschek RUC (2010). “8.8 Chile Earthquake of February 27, 2010”. EERI Special Earthquake Report, 10: 1–20.

GeoNet (2016). New Zealand Earthquake Report: Magnitude 7.8, Mon, Nov 14, 2016, 12:02:56 am (NZDT).

Bradley BA, Razafindrakoto HN and Nazer M (2017). “Strong ground motion observations of engineering interest from the 14 November 2016 Mw 7. 8 Kaikōura, New Zealand earthquake”. Bulletin of the New Zealand Society for Earthquake Engineering, 50(2): 85-93.

Bruneau M, Chang SE, Eguchi RT, Lee GC, O’Rourke TD, Reinhorn AM, ... and Von Winterfeldt D (2003). “A framework to quantitatively assess and enhance the seismic resilience of communities”. Earthquake Spectra, 19(4): 733-752.

Crowley K and Elliott JR (2012). “Earthquake disasters and resilience in the global North: lessons from New Zealand and Japan”. The Geographical Journal, 178(3): 208-215.

Au EV, Walker AF and Lomax WJ (2015). “Wine industry implementation of the NZSEE guidance on the seismic design of liquid storage tanks”. NZSEE Annual Conference, Rotorua, New Zealand, 10-12 April.

Priestley MJN (1986). “Seismic Design of Storage Tanks: Recommendations of a Study Group of the New Zealand National Society for Earthquake Engineering”. New Zealand National Society for Earthquake Engineering, Wellington, New Zealand.

NZSEE (2009). “Seismic Design of Storage Tanks: Recommendations of a NZSEE Study Group on Seismic Design of Storage Tanks”. New Zealand National Society for Earthquake Engineering, Wellington, New Zealand.

Wald DJ, Worden BC, Quitoriano V and Pankow KL (2006). “ShakeMap®manual”. Technival Manual, Users Guide, Software Guide Version.

Savarimuthu S et al. (2017). “SeisFinder: A web application for extraction of data from computationally intensive earthquake resilience calculations”.

Sobhan MS, Rofooei FR and Attari NK (2017). “Buckling behavior of the anchored steel tanks under horizontal and vertical ground motions using static pushover and incremental dynamic analyses”. Thin-Walled Structures, 112: 173-183.

Cradock-Henry NA and Fountain J (2019). “Characterising resilience in the wine industry: insights and evidence from Marlborough, New Zealand”. Environmental Science and Policy, 94: 182-190.

Published
2020-06-01
How to Cite
Yazdanian, M., Ingham, J., Kahanek, C., Cradock-Henry, N., Fountain, J., & Dizhur, D. (2020). Analysis of damage data collected for wine storage tanks following the 2013 and 2016 New Zealand earthquakes. Bulletin of the New Zealand Society for Earthquake Engineering, 53(2), 83-100. https://doi.org/10.5459/bnzsee.53.2.83-100
Section
Articles