Seismic Performance of Internal Partition Walls with Slotted and Bracketed Head-Tracks

References

• AISI S100-2007. 2007. North American specification for the design of cold-formed steel structural members. USA: American Iron & Steel Institute, Committee of Steel Plate Producers & Committee of Stainless Steel Producers.
   Google Scholar
• ALS. 2020. https://www.alsglobal.com/
   Google Scholar
• Araya-Letelier, G., and E. Miranda. 2012. Novel sliding/frictional connections for improved seismic performance of Gypsum Wallboard partitions. 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
   Google Scholar
• Araya-Letelier, G., E. Miranda, and G. Deierlein. 2019. Development and testing of a friction/sliding connection to improve the seismic performance of gypsum partition walls. Earthquake Spectra 35 (2):653–77. doi:10.1193/123117EQS270M.
   Web of Science ®Google Scholar
• Arifin, F. A., T. J. Sullivan, G. MacRae, M. Kurata, and T. Takeda. 2021. Lessons for loss assessment from the Canterbury earthquakes: A 22-story building. Bulletin of Earthquake Engineering 19:1–24. doi:10.1007/s10518-021-01055-7.
   Web of Science ®Google Scholar
• AS1530.4.2014. Methods for fire tests on building materials, components and structures. Part 4: Fire-resistance tests for elements of construction. Standards, Australia.
   Google Scholar
• ATC-69. 2009. Reducing the risks of nonstructural earthquake damage, state-of-the-art, and practice report. Applied Technology Council for the Federal Emergency Management Agency in cooperation with the National Earthquake Hazard Reduction Program.
   Google Scholar
• AWCI. 2018. Code of practice for the seismic design and installation of non-structural internal walls and partitions. New Zealand: Association of Wall and Ceiling Industries of New Zealand Inc. https://awci.org.nz/wp-content/uploads/COP-Internal-Walls-and-Partitions-coloured.pdf.
   Google Scholar
• Bachman, R. E. 2004. The ATC 58 project, plan for non-structural components, performance-based seismic design: Concepts and implementation. Peer Report 2004/05, Pacific Engineering Research Centre. University of California, Berkeley, California.
   Google Scholar
• Baird, A. 2014. Seismic performance of precast concrete cladding systems. PhD diss., University of Canterbury.
   Google Scholar
• Baird, A., A. S. Tasligedik, A. Palermo, and S. Pampanin. 2014. Seismic performance of vertical non-structural components in the 22 February 2011 Christchurch earthquake. Earthquake Spectra 30 (1):401–25. doi:10.1193/031013EQS067M.
   Web of Science ®Google Scholar
• Bhatta, J., J. Mulligan, R. P. Dhakal, T. J. Sullivan, H. Gerlich, and F. Kang. 2021. Theoretical and experimental evaluation of timber-framed partitions under lateral drift. Bulletin of the New Zealand Society of Earthquake Engineering 54 (4):263–81. doi:10.5459/bnzsee.54.4.263-281.
   Web of Science ®Google Scholar
• Bradley, B. A., R. P. Dhakal, M. Cubrinovski, and G. A. MacRae. 2009. Seismic loss estimation for efficient decision making. Bulletin of the New Zealand Society of Earthquake Engineering 42 (2):96–110. doi:10.5459/bnzsee.42.2.96-110.
   Google Scholar
• CFA.2013. CFA guidance note: ETAs & design methods for anchors used in construction. Construction Fixings Association. http://www.the-cfa.co.uk/media/80360/etas___design_methods_for_anchors_in_construction_26_07_13.pdf
   Google Scholar
• Davies, R. D., R. Retamales, G. Mosqueda, and A. Filiatrault. 2011. Experimental seismic evaluation, model parameterization, and effects of cold-formed steel-framed gypsum partition walls on the seismic performance of an essential facility. Multidisciplinary Center for Earthquake Engineering Research Rep. MCEER-2011-05, University at Buffalo, State University of New York, Buffalo, NY.
   Google Scholar
• Dhakal, R. P. 2010. Damage to non-structural components and contents in 2010 Darfield earthquake. Bulletin of the New Zealand Society for Earthquake Engineering 43 (4):404–10. doi:10.5459/bnzsee.43.4.404-411.
   Google Scholar
• FEMA 461. 2007. FEMA 461 Interim testing protocols for determining the seismic performance characteristics of structural and non-structural components. Federal Emergency Management Agency. Washington, DC: FEMA. https://www.fema.gov/media-library/assets/documents/15207.
   Google Scholar
• FEMA-74. 2005. Earthquake hazard mitigation for non-structural elements field manual. Federal Emergency Management Agency. Wiss, Janney, Elstner Associates, Inc. as a subcontractor to URS Corporation for FEMA under the Hazard Mitigation Technical Assistance Program. https://mitigation.eeri.org/files/FEMA74_FieldManual.pdf
   Google Scholar
• Filiatrault, A., C. Christopoulos, and C. Stearns. 2002. Guidelines, specifications, and seismic performance characterization of non-structural building components and equipment. Pacific Earthquake Engineering Research Center. https://peer.berkeley.edu/sites/default/files/0205_a._filiatrault_c._christopoulos_c._stearns.pdf
   Google Scholar
• Filiatrault, A., D. Fischer, B. Folz, and C. M. Uang. 2001. Shake table testing of a full-scale two-story woodframe house. A Structural Engineering Odyssey 1–8. doi:10.1061/40558(2001)176.
   Google Scholar
• Fiorino, L., B. Bucciero, and R. Landolfo. 2019. Evaluation of seismic dynamic behaviour of drywall partitions, façades and ceilings through shake table testing. Engineering Structures 180:103–23. doi:10.1016/j.engstruct.2018.11.028.
   Web of Science ®Google Scholar
• Gad, E. F., A. M. Chandler, C. F. Duffield, and G. Stark. 1999. Lateral behavior of plasterboard-clad residential steel frames. Journal of Structural Engineering 125 (1):32–39. doi:10.1061/(ASCE)0733-9445(1999)125:1(32).
   Web of Science ®Google Scholar
• Gatto, K., and C. M. Uang. 2002. Cyclic response of woodframe shearwalls: Loading protocol and rate of loading effects. Consortium of Universities for Research in Earthquake Engineering. https://www.curee.org/publications/woodframe/downloads/CUREEpub_W-13.pdf.
   Google Scholar
• GIB. 2018. Gib-site-guide. Auckland, New Zealand: Winstone Wallboards. http://www.gib.co.nz.
   Google Scholar
• Grieve, C. 2019a. Incorrect construction techniques behind loud creaking in Melbourne high-rise. The Age. Accessed December 12, 2020. https://www.theage.com.au/national/victoria/incorrect-construction-techniques-behind-loud-creaking-in-melbourne-high-rise-20190730-p52c5q.html
   Google Scholar
• Grieve, C. 2019b. ‘Unliveable nightmare’: Creaks and groans force tower dwellers to sell. The Age. Accessed December 12, 2020. https://www.theage.com.au/national/victoria/unliveable-nightmare-creaks-and-groans-force-tower-dwellers-to-sell-20190814-p52gx9.html
   Google Scholar
• Hasani, H., and K. L. Ryan. 2021. Experimental cyclic test of reduced damage detailed drywall partition walls integrated with a timber rocking wall. Journal of Earthquake Engineering 26:1–21. doi:10.1080/13632469.2020.1859005.
   Web of Science ®Google Scholar
• ISO-21581. 2010. Timber structures- static and cyclic lateral load test methods for shear walls. Geneva, Switzerland: International Standards Organization. https://www.iso.org/obp/ui/#iso:std:iso:21581:ed-1:v1:en.
   Google Scholar
• Kao, A., T. Soong, and A. Vender. 1999. Non-structural damage database. Multidisciplinary Center for Earthquake Engineering Research. https://www.eng.buffalo.edu/mceer-reports/99/99-0014.pdf.
   Google Scholar
• Khakurel, S., R. P. Dhakal, T. Z. Yeow, and S. K. Saha. 2020. Performance group weighting factors for rapid seismic loss estimation of buildings of different usage. Earthquake Spectra 36 (3):1141–65. doi:10.1177/8755293019901311.
   Web of Science ®Google Scholar
• Kim, H. J., and D. H. Shin. 2021. Shake table test program of cold-formed steel in-plane partition walls. Structures 30:503–17. Elsevier. doi:10.1016/j.istruc.2021.01.026.
   Web of Science ®Google Scholar
• Kircher, C. A. 2003. It makes dollars and sense to improve non-structural system performance. ATC29- 2 seminar on seismic design, performance, and retrofit of non-structural components in critical facilities, Newport Beach, California.
   Google Scholar
• Lee, T. H., M. Kato, T. Matsumiya, K. Suita, and M. Nakashima. 2007. Seismic performance evaluation of non-structural components: Drywall partitions. Earthquake Engineering & Structural Dynamics 36 (3):367–82. doi:10.1002/eqe.638.
   Web of Science ®Google Scholar
• Magliulo, G., C. Petrone, V. Capozzi, G. Maddaloni, P. Lopez, and G. Manfredi. 2014. Seismic performance evaluation of plasterboard partitions via shake table tests. Bulletin of Earthquake Engineering 12 (4):1657–77. doi:10.1007/s10518-013-9567-8.
   Web of Science ®Google Scholar
• McMullin, K. M., and D. Merrick. 2002. Seismic performance of gypsum walls: Experimental test program. Consortium of Universities for Research in Earthquake Engineering.
   Google Scholar
• McMullin, K. M., and D. S. Merrick. 2007. Seismic damage thresholds for gypsum wallboard partition walls. Journal of Architectural Engineering 13 (1):22–29. doi:10.1061/(ASCE)1076-0431(2007)13:1(22).
   Google Scholar
• Menegon, S., J. Hashemi, and E. Gad. 2021. Traxx metal framing systems structural testing and holistic assessment of the inter-storey drift behaviour. Australia: Centre for Smart Infrastructure and Digital Construction, Swinburne University of Technology.
   Google Scholar
• Mulligan, J., T. Sullivan, and R. Dhakal. 2020a. Experimental study of the seismic performance of plasterboard partition walls with seismic gaps. Bulletin of the New Zealand Society for Earthquake Engineering 53 (4):175–88. doi:10.5459/bnzsee.53.4.175-188.
   Web of Science ®Google Scholar
• Mulligan, J. G., T. J. Sullivan, and R. P. Dhakal. 2020b. Experimental Seismic Performance of Partly-Sliding Partition Walls. Journal of Earthquake Engineering 26 (3):1630–55. doi:10.1080/13632469.2020.1733139.
   Web of Science ®Google Scholar
• Naumoski, N., S. Foo, and M. Saatcioglu. 2002. Seismic hazard assessment and mitigation for buildings’ functional and operational components: A Canadian perspective. Office of Critical Infrastructure Design and Emergency Preparedness. https://www.publicsafety.gc.ca/lbrr/archives/cn3210-eng.pdf
   Google Scholar
• Oliva, M. G. 1990. Racking behavior of wood-frame gypsum panels under dynamic load. Earthquake Engineering Research Center, University of California.
   Google Scholar
• Pali, T., V. Macillo, M. Terracciano, B. Bucciero, L. Fiorino, and R. Landolfo. 2018. In-plane quasi-static cyclic tests of non-structural lightweight steel drywall partitions for seismic performance evaluation. Earthquake Engineering & Structural Dynamicss 47:1566–88. doi:10.1002/eqe.3031.
   Web of Science ®Google Scholar
• Patton-Mallory, M., R. W. Wolfe, L. A. Soltis, and R. M. Gutkowski. 1985. Light-frame shear wall length and opening effects. Journal of Structural Engineering 111 (10):2227–39. doi:10.1061/(ASCE)0733-9445(1985)111:10(2227).
   Web of Science ®Google Scholar
• Petrone, C., G. Magliulo, P. Lopez, and G. Manfredi. 2015. Seismic fragility of plasterboard partitions via in‐plane quasi‐static tests. Earthquake Engineering & Structural Dynamics 44 (14):2589–606. doi:10.1002/eqe.2600.
   Web of Science ®Google Scholar
• Petrone, C., G. Magliulo, and G. Manfredi. 2017. Shake table tests on standard and innovative temporary partition walls. Earthquake Engineering & Structural Dynamics 46 (10):1599–624. doi:10.1002/eqe.2872.
   Web of Science ®Google Scholar
• Pring, G. H. 2018. Fasteners and wall assemblies. Australia patent AU2018236776, filed March 29, 2018, and issued October 18, 2018.
   Google Scholar
• Pring, G. H. 2020. Fastener for a nut. US Patent USD899914S1, filed May 20, 2019, and issued October 27, 2020.
   Google Scholar
• Pring, G. H. 2021. Improvements in or in relation to wall structures. Worldwide patent WO2021003514A1, filed July 6, 2020, and issued January 14, 2021.
   Google Scholar
• Raffaele, L., T. Pali, B. Bucciero, M. T. Terracciano, S. Shakeel, V. Macillo, O. Iuorio, and L. Fiorino. 2019. Seismic response assessment of architectural non-structural LWS drywall components through experimental tests. Journal of Constructional Steel Research 162:105575. doi:10.1016/j.jcsr.2019.04.011.
   Web of Science ®Google Scholar
• Restrepo, J. I., and A. M. Bersofsky. 2011. Performance characteristics of light gage steel stud partition walls. Thin-Walled Structures 49 (2):317–24. doi:10.1016/j.tws.2010.10.001.
   Web of Science ®Google Scholar
• Rosenblueth, E., and I. Herrera. 1964. On a kind of hysteretic damping. Journal of the Engineering Mechanics Division 90 (4):37–48. doi:10.1061/JMCEA3.0000510.
   Google Scholar
• Simona. 2016. Technical Data Sheet SIMOLIFE PE flex. Germany.
   Google Scholar
• Studco Building Systems. 2020. Studco steel stud and track datasheet. Volume 3.1. Australia. https://www.forman.co.nz/media/oh4hpqlt/designmanual-vol31-steel-stud.pdf
   Google Scholar
• Taghavi, S., and E. Miranda. 2003. Response assessment of non-structural building elements. Report 2003/05, University of California Berkeley.
   Google Scholar
• Tasligedik, A. S. 2014. Damage mitigation strategies for non-structural infill walls. PhD diss., University of Canterbury.
   Google Scholar
• Tasligedik, A. S., S. Pampanin, and A. Palermo. 2015. Low damage seismic solutions for non-structural drywall partitions. Bulletin of Earthquake Engineering 13 (4):1029–50. doi:10.1007/s10518-014-9654-5.
   Web of Science ®Google Scholar
• Wang, D., X. Zhi, F. Zhu, and Y. Wang. 2021. Seismic fragility of Chinese light-gauge steel keel gypsum board partition walls. Shock and Vibration 2021:1–13. doi:10.1155/2021/8875486.
   Web of Science ®Google Scholar
• Warringtonfire. 2017a. Test report number 51894500.2, Australia. https://www.warringtonfire.com/
   Google Scholar
• Warringtonfire. 2017b. Test report number 51894400.2, Australia.
   Google Scholar
• Whitman, R. V., S. T. Hong, and J. W. Reed. 1973. Damage statistics for high-rise buildings in the vicinity of the San Fernando earthquake. Structures publication No. 363, MIT, Dept. of Civil Engineering, Cambridge.
   Google Scholar
• Wolfe, R. W. 1983. Contribution of gypsum wall board to racking resistance of light-frame walls, Vol. 439. US Department of Agriculture, Forest Service, Forest Products Laboratory.
   Google Scholar
• Yazdi, A. H., A. Bataghva, P. Pazandeh, S. Zadeh, and J. Hashemi. 2020. Wind-induced creaking noise assessment of a large-scale assembly of drywall system using multi-axis testing. Australasian structural engineering conference. Australia.
   Google Scholar
• Yu, C., and M. X. Panyanouvong. 2013. Bearing strength of cold-formed steel bolted connections with a gap. Thin-Walled Structures 67:110–15. doi:10.1016/j.tws.2013.01.015.
   Web of Science ®Google Scholar
• Yu, C., K. Xu, and I. Sheerah. 2011. Bearing strength of cold-formed steel bolted connections using oversized holes without washers. Journal of Structural Engineering 137 (1):156–59. doi:10.1061/(ASCE)ST.1943-541X.0000270.
   Web of Science ®Google Scholar