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Building Structures and Materials

Investigation of damage to fire protection systems in buildings due to the 2016 Kumamoto earthquake: derivation of damage models for post-earthquake fire risk assessments

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Pages 2123-2142 | Received 12 Nov 2021, Accepted 29 Jun 2022, Published online: 21 Jul 2022

References

  • Achour, N., and M. Miyajima. 2020. “Post-earthquake Hospital Functionality Evaluation: The Case of Kumamoto Earthquake 2016.” Earthquake Spectra 36 (4): 1670–1694. doi:10.1177/8755293020926180.
  • Applied Technology Council (ATC). 2004. “Engineering Demand Parameters for Nonstructural Components, ATC-58, Project Task Report, Phase 2, Task 2.3.” Redwood City, CA.
  • Architectural Institute of Japan. 2015. Seismic Loads . Recommendations for Loads on Buildings (Tokyo, Japan). Chapter 7. pp. 409–482. Chapter 7.
  • Beck, V. R., and L. Zhao. 2000. “CESARE-RISK: An Aid for performance-based Fire design-some Preliminary Results.” Fire Safety Science 6: 159–170. doi:10.3801/IAFSS.FSS.6-159.
  • The Building Center of Japan. 1984. “Recommendations for Seismic Design of Building Systems, Supervised by the Building Guidance Division of the Housing Bureau.” Ministry of Construction (in Japanese).Tokyo, Japan.
  • Chaudhary, R. K., T. Roy, and V. Matsagar. 2020. “Member and Structural Fragility of Reinforced Concrete Structure under Fire.” Journal of Structural Fire Engineering 11 (4): 409–435. doi:10.1108/JSFE-02-2019-0015.
  • Cosenza, E., L. Di Sarno, G. Maddaloni, G. Magliulo, C. Petrone, and A. Prota. 2015. “Shake Table Tests for the Seismic Fragility Evaluation of Hospital Rooms.” Earthquake Engineering & Structural Dynamics 44 (1): 23–40. doi:10.1002/eqe.2456.
  • Cousins, J., G. Thomas, D. Heron, and W. Smith. 2012. “Probabilistic Modeling of post-earthquake Fire in Wellington, New Zealand.” Earthquake Spectra 28 (2): 553–571. doi:10.1193/1.4000002.
  • Cremen, G., and J. W. Baker. 2019. “Improving FEMA P-58 non-structural Component Fragility Functions and Loss Predictions.” Bulletin of Earthquake Engineering 17 (4): 1941–1960. doi:10.1007/s10518-018-00535-7.
  • Deguchi, Y., M. Kohno, and M. Tsujimoto. 2001. “Damage Function of Building Equipment.” Journal of Structural Engineering (Architectural Institute of Japan) 47B: 647–652. (in Japanese).
  • Fallah-Aliabadi, S., A. Ostadtaghizadeh, A. Ardalan, M. Eskandari, F. Fatemi, M. R. Mirjalili, and B. Khazai. 2020. “Risk Analysis of Hospitals Using GIS and HAZUS: A Case Study of Yazd County, Iran.” International Journal of Disaster Risk Reduction 47: 101552. doi:10.1016/j.ijdrr.2020.101552.
  • Federal Emergency Management Agency (FEMA). 2018a. Seismic Performance Assessment of Buildings Volume 1 - Methodology, FEMA P-58-2. Washington: Federal Emergency Management Agency.
  • Federal Emergency Management Agency (FEMA). 2018b. Seismic Performance Assessment of Buildings Volume 2 – Implementation Guide, FEMA P-58-2. Washington: Federal Emergency Management Agency.
  • Fire and Disaster Management Agency 2011 . “Report on the Concept of Fire Protection Systems Responding to large-scale Earthquakes.” Accessed 13 March 2020. https://www.fdma.go.jp/singi_kento/kento/items/01_houkokusyo2.pdf
  • Frank, K., N. Gravestock, M. Spearpoint, and C. Fleischmann. 2013. “A Review of Sprinkler System Effectiveness Studies.” Fire Science Reviews 2 (1): 6. doi:10.1186/2193-0414-2-6.
  • Frank, K., M. Spearpoint, and N. Challands. 2014. “Uncertainty in Estimating the Fire Control Effectiveness of Sprinklers from New Zealand Fire Incident Reports.” Fire Technology 50 (3): 611–632. doi:10.1007/s10694-012-0297-2.
  • Garcia, D. L., and T. T. Soong. 2003. “Sliding Fragility of block-type non-structural Components. Part 1: Unrestrained Components.” Earthquake Engineering & Structural Dynamics 32 (1): 111–129. doi:10.1002/eqe.217.
  • Gelman, A., and D. B. Rubin. 1992. “Inference from Iterative Simulation Using Multiple Sequences.” Statistical Science 7 (4): 457–472. doi:10.1214/ss/1177011136.
  • Gernay, T., N. E. Khorasani, and M. Garlock. 2016. “Fire Fragility Curves for Steel Buildings in A Community Context: A Methodology.” Engineering Structures 113: 259–276. doi:10.1016/j.engstruct.2016.01.043.
  • Ikehata, Y., J. Yamaguchi, Y. Deguchi, and T. Tanaka. 2017. “Statistical Analysis on the Reliability of Sprinkler Systems: Study on a risk-based Evacuation Safety Design Method.” In K. Harada, K. Matsuyama, K. Himoto, Y. Nakamura, K. Wakatsuki (Eds.)Fire Science and Technology 2015, 331–339. Singapore: Springer.
  • Jacques, C. C., J. McIntosh, S. Giovinazzi, T. D. Kirsch, T. Wilson, and J. Mitrani-Reiser. 2014. “Resilience of the Canterbury Hospital System to the 2011 Christchurch Earthquake.” Earthquake Spectra 30 (1): 533–554. doi:10.1193/032013EQS074M.
  • Japan Association for Fire Science and Engineering. 2016. “Seismic Damage of Fire Protection Systems and Impacts on Fire Safety. Report on Fires following the 2011 Great East Japan Earthquake.” Chapter 8: 1–38. (in Japanese).
  • Jenkins, C., S. Soroushian, E. Rahmanishamsi, and E. M. Maragakis. 2017. “Experimental Fragility Analysis of Pressurized Fire Sprinkler Piping Systems.” Journal of Earthquake Engineering 21 (1): 62–86. doi:10.1080/13632469.2016.1157528.
  • Kakegawa, S., A. Murata, Y. Yashiro, and M. Hirota. 1995. “Seismic Damage to Fire Safety Measures and Fire Risk in a Building.” Technical Research Report of Shimizu Construction Co., Ltd. 62. 135–150. (in Japanese).
  • Kakegawa, S. 1997. A study on an evacuation safety evaluation method based on fire scenarios [ Doctoral Thesis]. Japan: Nagoya University. (in Japanese).
  • Kambara, H., and Y. Hayashi. 2001. “Study on Seismic Force Intensity Indices to Evaluate Building Responses and Damage: Investigation by Using a Simple Formula to Predict Building Response.” Journal of Structural and Construction Engineering (Transactions of AIJ) 66 (543): 69–76. (in Japanese). 10.3130/aijs.66.69_1.
  • Kato, M., T. Matsumiya, K. Suita, Y. Matsuoka, and M. Nakashima. 2006. “Test on Seismic Performance Evaluation of Interior Partition Walls: Result of Experiment (E-Defense Experimental Projects for Steel buildings-part 7).” Summaries of technical papers of Annual Meeting Architectural Institute of Japan, C-1, Structures III Kanagawa University, Japan, 709–710. (in Japanese).
  • Khanmohammadi, S., H. Farahmand, and H. Kashani. 2018. “A System Dynamics Approach to the Seismic Resilience Enhancement of Hospitals.” International Journal of Disaster Risk Reduction 31: 220–233. doi:10.1016/j.ijdrr.2018.05.006.
  • Kitamura, H., Y. Miyauchi, and H. Uramoto. 2006. “Study on Standards for Judging Structural Performances in Seismic Performance Based Design: Evaluation of the Safety Limit Value and Margin I and II Levels in JSCA Seismic Performance Menu.” Journal of Structural and Construction Engineering (Transactions of AIJ) 71 (604): 183–191. (in Japanese). 10.3130/aijs.71.183_1.
  • Konstantinidis, D., and N. Makris. 2009. “Experimental and Analytical Studies on the Response of Freestanding Laboratory Equipment to Earthquake Shaking.” Earthquake Engineering & Structural Dynamics 38 (6): 827–848. doi:10.1002/eqe.871.
  • Lambert, D. 1992. “Zero-inflated Poisson Regression, with an Application to Defects in Manufacturing.” Technometrics 34 (1): 1–14. doi:10.2307/1269547.
  • Lin, Y. 2005. “Estimations of the Probability of Fire Occurrences in Buildings.” Fire Safety Journal 40 (8): 728–735. doi:10.1016/j.firesaf.2005.07.005.
  • MacLeod, J., S. Tan, and K. Moinuddin. 2020. “Reliability of Fire (Point) Detection System in Office Buildings in Australia – A Fault Tree Analysis.” Fire Safety Journal 115: 103150. doi:10.1016/j.firesaf.2020.103150.
  • Meacham, B. J. 2016. “Post-earthquake Fire Performance of Buildings: Summary of a large-scale Experiment and Conceptual Framework for Integrated performance-based Seismic and Fire Design.” Fire Technology 52 (4): 1133–1157. doi:10.1007/s10694-015-0523-9.
  • Metropolis, N., A. Rosenbluth, M. Rosenbluth, M. Teller, and E. Teller. 1953. “Equations of State Calculations by Fast Computing Machines.” Journal of Chemical Physics 21 (6): 1087–1092. doi:10.1063/1.1699114.
  • Miniati, R., and C. Iasio. 2012. “Methodology for Rapid Seismic Risk Assessment of Health Structures: Case Study of the Hospital System in Florence, Italy.” International Journal of Disaster Risk Reduction 2: 16–24. doi:10.1016/j.ijdrr.2012.07.001.
  • Moinuddin, K. A. M., J. Innocent, and K. Keshavarz. 2019. “Reliability of Sprinkler System in Australian Shopping Centres – A Fault Tree Analysis.” Fire Safety Journal 105: 204–215. doi:10.1016/j.firesaf.2019.03.006.
  • National Institute for Land and Infrastructure Management, and Building Research Institute. 2016. “Quick Report of the Field Survey on the Building Damage by the 2016 Kumamoto Earthquake.” Accessed 13 March 2020. https://www.kenken.go.jp/japanese/contents/publications/data/173/index.html
  • National Institute of Advanced Industrial Science and Technology (AIST). “QuiQuake: Quick Estimation System for Earthquake Map Triggered by Observed Records.” Accessed 17 January 2019. https://gbank.gsj.jp/QuiQuake/index.en.html
  • National Research Council. 2012. Disaster Resilience: A National Imperative. Washington, D.C: National Academies Press.
  • National Research Institute for Earth Science and Disaster Resilience, NIED K-NET, KiK-net. 2019. National Research Institute for Earth Science and Disaster Resilience. doi:10.17598/NIED.0004.
  • Neal, R. 2011. MCMC Using Hamiltonian Dynamics, Chapter 5 of the Handbook of Markov Chain Monte Carlo. Edited by, S. Brooks, A. Gelman, G. Jones, and X. Meng, Boca Raton, US: Chapman & Hall/CRC Press. 116–162
  • Ni, S., and T. Gernay. 2021. “A Framework for Probabilistic Fire Loss Estimation in Concrete Building Structures.” Structural Safety 88: 102029. doi:10.1016/j.strusafe.2020.102029.
  • Nikfar, F., and D. Konstantinidis. 2017. “Shake Table Investigation on the Seismic Performance of Hospital Equipment Supported on wheels/casters.” Earthquake Engineering & Structural Dynamics 46 (2): 243–266. doi:10.1002/eqe.2789.
  • Nishino, T., T. Tanaka, and A. Hokugo. 2012. “An Evaluation Method for the Urban post-earthquake Fire Risk considering Multiple Scenarios of Fire Spread and Evacuation.” Fire Safety Journal 54: 167–180. doi:10.1016/j.firesaf.2012.06.002.
  • Nishino, T., T. Tanaka, and S. Tsuburaya. 2013. “Development and Validation of a potential-based Model for City Evacuation in post-earthquake Fires.” Earthquake Spectra 29 (3): 911–936. doi:10.1193/1.4000155.
  • Nishino, T., and A. Hokugo. 2020. “A Stochastic Model for Time Series Prediction of the Number of post-earthquake Fire Ignitions in Buildings Based on the Ignition Record for the 2011 Tohoku Earthquake.” Earthquake Spectra 36: 232–249.
  • Nishino, T. 2021. “Probabilistic Analysis of the Vulnerability of Fire Departments to Ignitions following Megathrust Earthquakes in the Nankai Trough Subduction Zone, Japan.” Fire Safety Journal 120: 103038. doi:10.1016/j.firesaf.2020.103038.
  • Nojima, N., and H. Kato. 2014. “Modification and Validation of an Assessment Model of post-earthquake Lifeline Serviceability Based on the Great East Japan Earthquake Disaster.” Journal of Disaster Research 9 (2): 108–120. doi:10.20965/jdr.2014.p0108.
  • Nuti, C., S. Santini, and I. Vanzi. 2004. “Damage, Vulnerability and Retrofitting Strategies for the Molise Hospital System following the 2002 Molise, Italy, Earthquake.” Earthquake Spectra 20 (1_suppl): 285–299. doi:10.1193/1.1768541.
  • Otsuki, Y., M. Kurata, K. A. Skalomenos, Y. Ikeda, and M. Akazawa. 2019. “Fragility Function Development and Seismic Loss Assessment of Expansion Joints.” Earthquake Engineering & Structural Dynamics 48 (9): 1007–1029. doi:10.1002/eqe.3171.
  • Price, H. J., A. D. Sortis, and M. Schotanus. 2012. “Performance of the San Salvatore Regional Hospital in the 2009 L’Aquila Earthquake.” Earthquake Spectra 28 (1): 239–256. doi:10.1193/1.3673595.
  • Qi, L., K. Kunitomo, M. Kurata, and Y. Ikeda. 2020. “Investigating the Vibration Properties of Integrated Ceiling Systems considering Interactions with Surrounding Equipment.” Earthquake Engineering & Structural Dynamics 49 (8): 772–793. doi:10.1002/eqe.3264.
  • Sarno, L. D., G. Magliulo, D. D’Angela, and E. Cosenza. 2019. “Experimental Assessment of the Seismic Performance of Hospital Cabinets Using Shake Table Testing.” Earthquake Engineering & Structural Dynamics 48 (1): 103–123. doi:10.1002/eqe.3127.
  • Sarreshtehdari, A., and N. E. Khorasani. 2020. “Post-earthquake Emergency Response Time to Locations of Fire Ignition.” Journal of Earthquake Engineering. doi:10.1080/13632469.2020.1802369.
  • Stan Development Team. 2016. “Stan Modeling Language: User’s Guide and Reference Manual, Version 2.14.0.” https://mc-stan.org
  • Suwa, H., and J. Kanda. 2008. “Damage Ratio Curves of Building Equipments by Using the Damage Database Due to 1995 Hyogoken Nanbu Earthquake.” Journal of Structural and Construction Engineering (Transactions of AIJ) 73 (633): 1935–1941. (in Japanese). doi:10.3130/aijs.73.1935.
  • Taghavi, S., and E. Miranda. 2003. “Response Assessment of Nonstructural Building Elements.” PEER Report 2003/05. Berkeley, CA: Pacific Earthquake Engineering Research Center.
  • Tanaka, T. 2011. “Integration of Fire Risk Concept into performance-based Evacuation Safety Design of Buildings.” Fire Safety Science 10: 3–21. doi:10.3801/IAFSS.FSS.10-3.
  • Tian, Y., A. Filiatrault, and G. Mosqueda. 2014. “Experimental Seismic Fragility of Pressurized Fire Suppression Sprinkler Piping Joints.” Earthquake Spectra 30 (4): 1733–1748. doi:10.1193/111011EQS278M.
  • Xin, J., and C. Huang. 2013. “Fire Risk Analysis of Residential Buildings Based on Scenario Clusters and Its Application in Fire Risk Management.” Fire Safety Journal 62: 72–78. doi:10.1016/j.firesaf.2013.09.022.
  • Yung, D., G. V. Hadjisophocleous, and G. Proulx. 1997. “Modelling Concepts for the risk-cost Assessment Model Firecam and Its Application to a Canadian Government Office Building.” Fire Safety Science 5: 619–630. doi:10.3801/IAFSS.FSS.5-619.
  • Zaghi, A. E., E. M. Maragakis, A. Itani, and E. Goodwin. 2012. “Experimental and Analytical Studies of Hospital Piping Assemblies Subjected to Seismic Loading.” Earthquake Spectra 28 (1): 367–384. doi:10.1193/1.3672911.