Seismic protection of artefacts with adhesives and base-isolation
DOI:
https://doi.org/10.5459/bnzsee.1613Abstract
Artefacts in museums, galleries, and private collections have great cultural value. In regions with high seismicity, earthquake shaking can pose significant risk of irreversible damage to such pieces. Various seismic protection methods have been proposed in the past for different types of artefacts. This study investigates one of the commonly used methods in New Zealand which consists in applying adhesives to anchor relatively small artefacts. Guidance is provided to determine the size and number of adhesives required for an artefact to survive design-level earthquake shaking. In addition, for large objects where adhesives alone are insufficient, a simple cost-effective base-isolation platform is proposed to reduce the seismic vulnerability of the artefacts. This platform is designed such that it can be assembled and positioned by museum conservators or private collectors. The adhesive material properties are determined through direct tension and shear experimental tests. The friction properties of the base-isolated substrate are determined through unidirectional quasi-static and cyclic load tests. Performance of the proposed methodology is gauged by subjecting the artefacts to shake table testing using a recorded earthquake motion. Results suggest that the recommended seismic protection solution performs as expected.
References
Parisi F and Augenti N (2013). “Earthquake damages to cultural heritage constructions and simplified assessment of artworks”. Engineering Failure Analysis, 34, 735–760. https://doi.org/10.1016/j.engfailanal.2013.01.005 DOI: https://doi.org/10.1016/j.engfailanal.2013.01.005
Hare J, Oliver S and Galloway B (2012). “Performance objectives for low damage seismic design of buildings”. Annual Conference of teh New Zealand Society for Earthquake Engineering, Paper 035, Christchruch, New Zealand. https://www.nzsee.org.nz/db/2012/Paper035.pdf
Campbell P (2018). “Proposed low damage design guidance - A NZ approach”. 17th U.S.-Japan-New Zealand Workshop on the Improvement of Structural Engineering and Resilience, Queenstown, New Zealand. https://www.atcouncil.org/docman/atc-15-16-papers/154-p1-02-campbell/file
Rashid M, Dhakal RP and Sullivan TJ (2021). “Seismic design of acceleration-sensitive non-structural elements in New Zealand: State-of-practice and recommended changes”. Bulletin of the New Zealand Society for Earthquake Engineering, 54(4): 243-262. https://doi.org/10.5459/bnzsee.54.4.243-262 DOI: https://doi.org/10.5459/bnzsee.54.4.243-262
Ning X, Dai J, Bai W, Yang Y and Zhang L (2018). “Seismic protection of cabinet stored cultural relics with silicone dampers”. Shock and Vibration. 2018: 3501848. https://doi.org/10.1155/2018/3501848 DOI: https://doi.org/10.1155/2018/3501848
Morton J (2006). “A preliminary comparison of the strength of two waxes for securing objects against earthquake damage (No. 17)”. Te Papa Museum of New Zealand. https://www.tepapa.govt.nz/sites/default/files/tuhinga.17.2006.pt5_.p61-68.morton.pdf
Fragiadakis M, DiSarno L, Saetta A and Berto L (2020). “Experimental seismic assessment and protection of museum artefacts”. XI International Conference on Structural Dynamics, 3381–3396, 23-26 November, Athens, Greece. https://doi.org/10.47964/1120.9277.20698 DOI: https://doi.org/10.47964/1120.9277.20698
Sorace S and Terenzi G (2015). “Seismic performance assessment and base-isolated floor protection of statues exhibited in museum halls”. Bulletin of Earthquake Engineering, 13(6): 1873–1892. https://doi.org/10.1007/s10518-014-9680-3 DOI: https://doi.org/10.1007/s10518-014-9680-3
Pellecchia D, Sessa S, Vaiana N and Rosati L (2020). “Comparative assessment on the rocking response of seismically base-isolated rigid blocks”. Procedia Structural Integrity, 29: 95-102. https://doi.org/10.1016/j.prostr.2020.11.144 DOI: https://doi.org/10.1016/j.prostr.2020.11.144
Pellecchia D, Feudo SL, Vaiana N, Dion JL and Rosati L (2022). “A procedure to model and design elastomeric–based isolation systems for the seismic protection of rocking art objects”. Computer Aided Civil and Infrastructure Engineering, 37: 1298–1315. https://doi.org/10.1111/mice.12775 DOI: https://doi.org/10.1111/mice.12775
Velagapudi N, Fryer E, Murray S, Ramsdale K, Denize S and Adshead S (2021). “Finding a temporary adhesive for securing objects for display in earthquake-prone regions”. Studies in Conservation, 1–7. https://doi.org/10.1080/00393630.2021.1984091 DOI: https://doi.org/10.1080/00393630.2021.1984091
Dayyoub T, Maksimkin AV, Kaloshkin S, Kolesnikov E, Chukov D, Dyachkova TP and Gutnik I (2018). “The structure and mechanical properties of the UHMWPE films modified by the mixture of Graphene Nanoplates with Polyaniline”. Polymers, 11(1). https://doi.org/10.3390/polym11010023 DOI: https://doi.org/10.3390/polym11010023
Campbell TI, Kong WL and Manning DG (1990). “Laboratory investigation of the coefficient of friction in the Tetrafluorethylene slide surface of a bridge bearing”. Transportation Research Record 1275: 45-52. https://onlinepubs.trb.org/Onlinepubs/trr/1990/1275/1275-007.pdf DOI: https://doi.org/10.1037/0003-066X.45.11.1275.a
Dong C (2022). "Adhesive Test", in Seismic protection of artefacts with adhesives and base-isolation. DesignSafe-CI. https://doi.org/10.17603/ds2-jtb9-9w60
Porter K, Kennedy R and Bachman R (2007). “Creating fragility funtcions for performance-based earthquake engineering”. Earthquake Spectra, 23(2): 471–489. https://doi.org/10.1193/1.2720892 DOI: https://doi.org/10.1193/1.2720892
Lilliefors HW (1967). “On the Kolmogorov-Smirnov test for normality with mean and variance unknown”. Journal of the American Statistical Association, 62(318): 399–402. https://doi.org/10.1080/01621459.1967.10482916 DOI: https://doi.org/10.1080/01621459.1967.10482916
Dong C (2022). "Unidirectional Load Friction Test of PTFE", in Seismic protection of artefacts with adhesives and base-isolation. DesignSafe-CI. https://doi.org/10.17603/ds2-smfe-wy17
Stanton J and Taylor J (2010). “Friction coefficients for stainless steel (PTFE) teflon bearings”. Wisconsin Highway Research Program. https://doi.org/10.2307/2283970 DOI: https://doi.org/10.2307/2283970
Calabrese A, Quaglini V, Strano S and Terzo M (2020). “Online estimation of the friction coefficient in sliding isolators”. Structural Control and Health Monitoring, 27(3). https://doi.org/10.1002/stc.2459 DOI: https://doi.org/10.1002/stc.2459
Dong C (2022). "Cyclic Load Friction Test of PTFE", in Seismic protection of artefacts with adhesives and base-isolation. DesignSafe-CI. https://doi.org/10.17603/ds2-4ww3-5f22
Standards New Zealand (2004). “NZS 1170.5 Structural Design Actions - Part 5: Earthquake Actions – New Zealand”. Standards New Zealand, Wellington, New Zealand. https://www.standards.govt.nz/shop/nzs-1170-52004/
Sullivan TJ, Martino CP and Nascimbene R (2013). “Towards improved floor spectra estimates for seismic design”. Earthquakes and Structures, 4(1): 109–132. https://doi.org/10.12989/eas.2013.4.1.109 DOI: https://doi.org/10.12989/eas.2013.4.1.109
Lim E and Chouw N (2015). “Review of approaches for analysing secondary structures in earthquakes and evaluation of floor response spectrum approach”. International Journal of Protective Structures, 6(2): 237–261. https://doi.org/10.1260%2F2041-4196.6.2.237 DOI: https://doi.org/10.1260/2041-4196.6.2.237
Uma SR, Zhao JX and King AB (2009). “Floor response spectra for ultimate and serviceability limit states of earthquakes”. Structures Congress, Apr 30-2 May, Austin, Texas, US. https://doi.org/10.1061/41031(341)64 DOI: https://doi.org/10.1061/41031(341)64
Haymes K, Sullivan T and Chandramohan R (2020). “A practice-oriented method for estimating elastic floor response spectra”. Bulletin of the New Zealand Society for Earthquake Engineering, 53(3): 116–136. https://doi.org/10.5459/bnzsee.53.3.116-136 DOI: https://doi.org/10.5459/bnzsee.53.3.116-136
Applied Technology Council (2018). “Recommendations for Improved Seismic Performance of Nonstructural Components”. Technical Report, Applied Technology Council, Redwood City, CA. https://doi.org/10.6028/NIST.GCR.18-917-43 DOI: https://doi.org/10.6028/NIST.GCR.18-917-43
ASCE/SEI (2017). “Minimum Design Loads and Associated Criteria for Buildings and Other Structures: ASCE/SEI 7-22”. American Society of Civil Engineers. https://doi.org/10.1061/9780784415788 DOI: https://doi.org/10.1061/9780784415788
British Standards Institution (1996). “Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: General Rules, Seismic Actions and Rules for Buildings”. London: British Standards Institution.
NZSEE/MBIE (2019). “Guideline for the Design of Seismic Isolation Systems for Buildings”. New Zealand Society of Earthquake Engineering. https://www.nzsee.org.nz/wp-content/uploads/2019/06/2825-Seismic-Isolation-Guidelines-Digital.pdf
Priestley MJN, Calvi GM and Kowalsky MJ (2007). Displacement-based Seismic Design of Structures. IUSS Press. https://doi.org/10.1016/S0141-0296(98)00093-5 DOI: https://doi.org/10.1016/S0141-0296(98)00093-5
Vaiana N, Sessa S, Paradiso M and Rosati L (2019). “Accurate and efficient modeling of the hysteretic behavior of sliding bearings”. Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN), Crete, Greece. https://doi.org/10.7712/120119.7304.19506 DOI: https://doi.org/10.7712/120119.7304.19506
Pennucci D, Sullivan TJ and Calvi GM (2011). “Displacement reduction factors for the design of medium and long period structures”. Journal of Earthquake Engineering, 15(sup1): 1–29. https://doi.org/10.1080/13632469.2011.562073 DOI: https://doi.org/10.1080/13632469.2011.562073
Sullivan TJ, Priestley MJN and Calvi GM (2012). A Model Code for the Displacement-based Seismic Design of Structures: DBD12. IUSS Press.