Evaluating Friction Dampers for Seismic Protection of Non-structural Elements in Hospitals
DOI:
https://doi.org/10.56741/jnest.v5i02.1178Keywords:
Friction Damper, Hospital, Non-structural Component, Seismic RetrofitAbstract
This study evaluates the effectiveness of friction dampers in improving the seismic performance of non-structural components in hospital buildings. A five-story reinforced concrete hospital, intentionally modeled to exceed allowable drift limits, was analyzed using nonlinear time history analysis under three earthquake scenarios: BSE-1E (225-year), BSE-2E (975-year), and BSE-2N (2475-year), assuming soft soil conditions. Non-structural components were classified as drift- or acceleration-sensitive, with damage probabilities assessed using fragility curves and categorized into risk classes. Results show that friction dampers significantly reduced damage probability for acceleration-sensitive components up to 74% for cabinet contents under BSE-1E. However, drift-sensitive elements remained vulnerable, particularly in higher-intensity events, due to the building's flexible design and limited damper activation. While friction dampers improved global structural performance, their effectiveness declined with increasing seismic demand. These findings underscore the potential and limitations of friction dampers in retrofitting hospital buildings and highlight the need for careful damper sizing and consideration of alternative strategies to protect non-structural systems.
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G. C. Hart, G. Brandow, and R. Johnston, “Seismic rehabilitation of a base-isolated building using viscous dampers,” Struct. Des. Tall Build., vol. 10, no. 5, pp. 335–338, 2001, doi: 10.1002/tal.209. DOI: https://doi.org/10.1002/tal.209
F. Hermawan, H. Indarto, and R. Soetanto, “Retrofitting in the middle of project execution: Case study of a public hospital building,” Procedia Eng., vol. 171, pp. 323–332, 2017, doi: 10.1016/j.proeng.2017.01.340. DOI: https://doi.org/10.1016/j.proeng.2017.01.340
H. A. Ahmed and W. A. Tanoli, “Seismic retrofitting of RC buildings using a performance-based approach for risk resilience and vulnerability assessment,” Buildings, vol. 15, no. 8, e1333, 2025, doi: 10.3390/buildings15081333. DOI: https://doi.org/10.3390/buildings15081333
M. Uros, S. Prevolnik, M. S. Novak, and J. Atalic, “Seismic performance assessment of an existing RC wall building with irregular geometry: A case-study of a hospital in Croatia,” Appl. Sci., vol. 10, no. 16, pp. 1–36, 2020, doi: 10.3390/app10165578. DOI: https://doi.org/10.3390/app10165578
D. Gino, C. Anerdi, P. Castaldo, M. Ferrara, G. Bertagnoli, and L. Giordano, “Seismic upgrading of existing reinforced concrete buildings using friction pendulum devices: A probabilistic evaluation,” Appl. Sci., vol. 10, no. 24, pp. 1–17, 2020, doi: 10.3390/app10248980. DOI: https://doi.org/10.3390/app10248980
T. Cosgun, B. Sayin, B. Gunes, and A. Mangir, “Retrofitting technique effectiveness and seismic performance of multi-rise RC buildings: A case study,” Case Stud. Constr. Mater., vol. 16, e00931, 2022, doi: 10.1016/j.cscm.2022.e00931. DOI: https://doi.org/10.1016/j.cscm.2022.e00931
P. Negro and E. Mola, “A performance based approach for the seismic assessment and rehabilitation of existing RC buildings,” Bull. Earthq. Eng., vol. 15, no. 8, pp. 3349–3364, 2017, doi: 10.1007/s10518-015-9845-8. DOI: https://doi.org/10.1007/s10518-015-9845-8
L. N. Pei, “Performance-based research of existing reinforced concrete building structure seismic evaluation and reinforcement technology,” Appl. Mech. Mater., vol. 513–517, pp. 3500–3503, 2014, doi: 10.4028/www.scientific.net/AMM.513-517.3500. DOI: https://doi.org/10.4028/www.scientific.net/AMM.513-517.3500
H. C. Yin, M. M. Kassem, and F. M. Nazri, “Comprehensive Review of Community Seismic Resilience: Concept, Frameworks, and Case Studies,” Adv. Civ. Eng., vol. 2022, e7668214, 2022, doi: 10.1155/2022/7668214. DOI: https://doi.org/10.1155/2022/7668214
M. R. Shendkar, D. P. N. Kontoni, S. Mandal, P. R. Maiti, and O. Tavasoli, “Seismic evaluation and retrofit of reinforced concrete buildings with masonry infills based on material strain limit approach,” Shock Vib., vol. 2021, e5536409, 2021, doi: 10.1155/2021/5536409. DOI: https://doi.org/10.1155/2021/5536409
A. Tena-Colunga, “Seismic performance and recovery of medical infrastructure in Mexico City related to the September 19, 1985 and 2017 earthquakes,” Int. J. Disaster Risk Reduct., vol. 113, e104886, 2024, doi: 10.1016/j.ijdrr.2024.104886. DOI: https://doi.org/10.1016/j.ijdrr.2024.104886
A. Devin and P. J. Fanning, “Non-structural elements and the dynamic response of buildings: A review,” Eng. Struct., vol. 187, pp. 242–250, 2019, doi: 10.1016/j.engstruct.2019.02.044. DOI: https://doi.org/10.1016/j.engstruct.2019.02.044
E. Pantoli et al., “Full-scale structural and nonstructural building system performance during earthquakes: Part II – NCS Damage States,” Earthq. Spectra, vol. 32, no. 2, pp. 771-794, 2019, doi: 10.1193/012414eqs017m. DOI: https://doi.org/10.1193/012414eqs017m
A. M. Verki and S. B. B. Aval, “Performance-based design through implementation of FEMA P-58 methodology in developing countries,” Open J. Earthq. Res., vol. 09, no. 03, pp. 255–272, 2020, doi: 10.4236/ojer.2020.93015. DOI: https://doi.org/10.4236/ojer.2020.93015
R. Dua and A. K. Jain, “Seismic bifurcation for response-control of tall buildings,” Int. J. Struct. Stab. Dyn., vol. 4, no. 2, pp. 197–221, 2004, doi: 10.1142/S0219455404001197. DOI: https://doi.org/10.1142/S0219455404001197
K. H. Moon, S. W. Han, and C. S. Lee, “Seismic retrofit design method using friction damping systems for old low- and mid-rise regular reinforced concrete buildings,” Eng. Struct., vol. 146, pp. 105–117, 2017, doi: 10.1016/j.engstruct.2017.05.031. DOI: https://doi.org/10.1016/j.engstruct.2017.05.031
M. Valente, “Seismic protection of steel frames using friction damper devices,” Appl. Mech. Mater., vol. 267, pp. 13–16, 2013, doi: 10.4028/www.scientific.net/AMM.267.13. DOI: https://doi.org/10.4028/www.scientific.net/AMM.267.13
F. Taiyari, F. M. Mazzolani, and S. Bagheri, “Damage-based optimal design of friction dampers in multistory chevron braced steel frames,” Soil Dyn. Earthq. Eng., vol. 119, pp. 11–20, 2019, doi: 10.1016/j.soildyn.2019.01.004. DOI: https://doi.org/10.1016/j.soildyn.2019.01.004
National Standardization Agency of Indonesia, SNI 1727-2013: Minimum Loads for the Design of Buildings and Other Structures (in Indonesia). 2013.
National Standardization Agency of Indonesia, SNI 1726-2012 Earthquake resistance design procedures for building and non-building structures (in Indonesia). 2012.
National Standardization Agency of Indonesia, SNI 2847-2013 Structural Concrete Requirements for Buildings (in Indonesia). 2013.
M. P. Berry and M. O. Eberhard, Performance Modeling Strategies for Modern Reinforced Concrete Bridge Columns, PEER REPORT 2007/07, Pacific Earthquake Engineering Research Center, University of California, 2008.
ASCE/SEI, ASCE/SEI 41-23, Seismic Evaluation and Retrofit of Existing Buildings. 2023. doi: 10.1061/9780784416112. DOI: https://doi.org/10.1061/9780784416112
J. B. Mander, M. J. N. Priestley, and R. Park, “Theorical stress-strain model for confined concrete,” J. Struct. Eng, vol. 114, no. 8, pp. 1804–1826, 1988, doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804). DOI: https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
Computers and Structures, “Technical note material stress-strain curves," pp. 1–18, 2008.
M. Armali, H. Damerji, J. Hallal, and M. Fakih, “Effectiveness of friction dampers on the seismic behavior of high rise building VS shear wall system,” Eng. Reports, vol. 1, no. 5, e12075, 2019, doi: 10.1002/eng2.12075. DOI: https://doi.org/10.1002/eng2.12075
E. Muletti, “Seismic response of high rise buildings using friction damper,” Ph.D. Dissertation, Epoka University, 2014.
Quaketek inc., “Seismic design with friction dampers,” 2024. https://quaketek.com/seismic-design/ (accessed Oct. 14, 2024).
A. S. Pall and R. T. Pall, “Performance-based design using pall friction dampers - an economical design solution,” 13th World Conf. Earthq. Eng., vol. 71, no. 1955, 2004.
L. F. F. Miguel, L. F. F. Miguel, and R. H. Lopez, “Methodology for the simultaneous optimization of location and parameters of friction dampers in the frequency domain,” Eng. Optim., vol. 50, no. 12, pp. 2108–2122, 2018, doi: 10.1080/0305215X.2018.1428318. DOI: https://doi.org/10.1080/0305215X.2018.1428318
ACI 374, “Guide for testing reinforced concrete structural elements under slowly applied simulated seismic loads,” 2013.
FEMA, “FEMA P58 seismic performance assessment of buildings,” NCEE 2014 - 10th U.S. Natl. Conf. Earthq. Eng. Front. Earthq. Eng., vol. 1, no. December, 2014, doi: 10.4231/D3ZW18S8N.
E. Gandelli, V. Quaglini, P. Dubini, M. P. Limongelli, and S. Capolongo, “Seismic isolation retrofit of hospital buildings with focus on non-structural components,” Ing. Sismica-Int. J. Earthq. Eng., vol. 35, no. 4, pp. 20–56, 2018. [Online]. Available: https://ingegneriasismica.com/2018/vol-35-issue-4/seismic-isolation-retrofit-of-hospital-buildings-with-focus-on-non-structural-components/
C. Petrone, G. Magliulo, and M. Gaetano, “Shake table tests on standard and innovative temporary partition walls,” Earthq. Eng. Struct. Dyn., vol. 46, no. 10, pp. 1599-1624, 2017, doi: 10.1002/eqe.2872. DOI: https://doi.org/10.1002/eqe.2872
R. Retamales, R. Davies, G. Mosqueda, and A. Filiatrault, “Experimental seismic fragility assessment of light gauge steel studded gypsum partition walls,” in Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, 2010, no. 1376.
S. Rezaei, K. M. Dolatshahi, and A. H. Asjodi, Multivariable fragility curves for unreinforced masonry walls, vol. 21, no. 7. Springer Netherlands, 2023. doi: 10.1007/s10518-023-01649-3. DOI: https://doi.org/10.1007/s10518-023-01649-3
W. C. O’Brien, A. M. Memari, P. A. Kremer, and R. A. Behr, “Fragility curves for architectural glass in stick-built glazing systems,” Earthq. Spectra, vol. 28, no. 2, pp. 639–665, 2012, doi: 10.1193/1.4000011. DOI: https://doi.org/10.1193/1.4000011
S. Soroushian, E. M. Maragakis, A. E. Zaghi, A. Echevarria, Y. Tian, and A. Filiatrault, “Comprehensive analytical seismic fragility of fire sprinkler piping systems,” MCEER: Earthq. Eng. Extreme Events, School of Engineering and Applied Sciences, University at Buffalo, 2014. [Online]. Available: https://www.buffalo.edu/mceer/catalog.host.html/content/shared/www/mceer/publications/MCEER-14-0002.detail.html.
R. Rezvani, S. Soroushian, A. E. Zaghi, and M. Maragakis, “Numerical seismic fragility analysis for suspended ceilings with various geometries,” J. Build. Eng., vol. 54, e104627, 2022, doi: 10.1016/j.jobe.2022.104627. DOI: https://doi.org/10.1016/j.jobe.2022.104627
T. T. Tran, A. T. Cao, T. H. X. Nguyen, and D. Kim, “Fragility assessment for electric cabinet in nuclear power plant using response surface methodology,” Nucl. Eng. Technol., vol. 51, no. 3, pp. 894–903, 2019, doi: 10.1016/j.net.2018.12.025. DOI: https://doi.org/10.1016/j.net.2018.12.025
S. Soroushian, A. E. Zaghi, M. Maragakis, A. Echevarria, Y. Tian, and A. Filiatrault, “Analytical seismic fragility analyses of fire sprinkler piping systems with threaded joints,” Earthq. Spectra, no. 31, pp. 1125–1155, 2015, doi: 10.1193/083112EQS277M. DOI: https://doi.org/10.1193/083112EQS277M
S. Soroushian, A. E. Zaghi, E. “Manos” Maragakis, A. Echevarria, Y. Tian, and A. Filiatrault, “Seismic fragility study of fire sprinkler piping systems with grooved fit joints,” J. Struct. Eng., vol. 141, no. 6, pp. 1–15, 2015, doi: 10.1061/(asce)st.1943-541x.0001122. DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001122
L. Di Sarno, G. Magliulo, D. D’Angela, and E. Cosenza, “Experimental assessment of the seismic performance of hospital cabinets using shake table testing,” Earthq. Eng. Struct. Dyn., vol. 48, no. 1, pp. 103–123, 2019, doi: 10.1002/eqe.3127. DOI: https://doi.org/10.1002/eqe.3127
M. Rota, M. Zito, F. Bianchi, and P. Dubini, “A new seismic classification procedure for nonstructural elements based on fragility curves,” Buildings, vol. 13, no. 4, e1017, 2023, doi: 10.3390/buildings13041017. DOI: https://doi.org/10.3390/buildings13041017
National Standardization Agency of Indonesia, SNI 8899-2020 Procedure for Selection and Modification of Ground Motion for Earthquake Resistant Building Design (in Indonesia). 2020.
National Center for Earthquake Studies of Indonesia, Earthquake Hazard Deaggregation Map of Indonesia for Planning and Evaluation of Earthquake Resistant Infrastructure. 2022.
I. Imran, D. M. Siringoringo, and S. S. Rainayana, “Seismic evaluation and retrofit of a typical reinforced concrete hospital building in Indonesia with DCFP isolation system,” Structures, vol. 64, e106593, 2024, doi: 10.1016/j.istruc.2024.106593. DOI: https://doi.org/10.1016/j.istruc.2024.106593
National Standardization Agency of Indonesia, SNI 1726-2019 Earthquake resistance design procedures for building and non-building structures (in Indonesia). 2019.
Pacific Earthquake Engineering Research Center, “PEER Ground Motion Database.” https://ngawest2.berkeley.edu/
National Center for Earthquake Studies of Indonesia, Peak Acceleration and Response Spectrum Maps for 225 and 975 Year Return Periods of Earthquake. 2021.
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