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Research Article

Seismic Resilience of Reinforced Concrete Frame Equipped with Energy Dissipative Cladding Panel System

, ORCID Icon, , &
Pages 617-636 | Received 02 Jan 2023, Accepted 15 May 2023, Published online: 31 May 2023

References

  • Achour, N., M. Miyajima, M. Kitaura, and A. Price. 2011. Earthquake-induced structural and nonstructural damage in hospitals. Earthquake Spectra 27 (3):617–34. doi:10.1193/1.3604815.
  • Anwar, G. A., and Y. Dong. 2020. Seismic resilience of retrofitted RC buildings. Earthquake Engineering and Engineering Vibration 19 (3):561–71. doi:10.1007/s11803-020-0580-z.
  • Aslani, H., and E. Miranda 2005. Probabilistic earthquake loss estimation and los disaggregation in buildings. Report No. 157, John A. Blume Earthquake Engineering Center, Stanford University, Stanford, CA.
  • Beigi, H. A., T. J. Sullivan, C. Christopoulos, and G. M. Calvi. 2015. Factors influencing the repair costs of soft-story RC frame buildings and implications for their seismic retrofit. Engineering Structures 101:233–45. doi:10.1016/j.engstruct.2015.06.045.
  • Belleri, A., E. Brunesi, R. Nascimbene, M. Pagani, and P. Riva. 2015. Seismic performance of precast industrial facilities following major earthquakes in the Italian territory. Journal of Performance of Constructed Facilities 29 (5):04014135. doi:10.1061/(ASCE)CF.1943-5509.0000617.
  • Bolis, V., A. Stavridis, and M. Preti. 2017. Numerical investigation of the in-plane performance of masonry-infilled RC frames with sliding subpanels. Journal of Structural Engineering 143 (2):04016168. doi:10.1061/(ASCE)ST.1943-541X.0001651.
  • Bournas, D. A., P. Negro, and F. F. Taucer. 2014. Performance of industrial buildings during the Emilia earthquakes in Northern Italy and recommendations for their strengthening. Bulletin of Earthquake Engineering 12 (5):2383–404. doi:10.1007/s10518-013-9466-z.
  • Cardone, D., and G. Perrone. 2017. Damage and loss assessment of pre-70 RC frame buildings with FEMA P-58. Journal of Earthquake Engineering 21 (1):23–61. doi:10.1080/13632469.2016.1149893.
  • Chiozzi, A., and E. Miranda. 2017. Fragility functions for masonry infill walls in-plane loading. Earthquake Engineering & Structural Dynamics 46 (15):1–20. doi:10.1002/eqe.2934.
  • Chock, G., I. Robertson, P. Nicholson, H. Brandes, E. Medley, P. Okubo, B. Hirshorn, J. Sumada, T. Kindred, G. Linurna, et al. 2006. Compilation of observations of the October 15, 2006, Kiholo Bay (Mw6.7) and Mahukona (Mw6.0) earthquakes, Hawaii. Earthquake Engineering Research Institute 31.
  • Chong, X., L. B. Hou, L. L. Xie, H. L. Sha, and L. Huang. 2023. Hybrid test of precast concrete frame with energy-dissipation cladding panel system. International Journal of Structural Stability and Dynamics. doi:10.1142/S0219455423501468.
  • Chong, X., L. B. Hou, L. L. Xie, and C. T. Yang. 2021. Seismic performance of a new energy dissipative cladding panel connection system for application in precast concrete frame structure. Journal of Building Engineering 44:102671. doi:10.1016/j.jobe.2021.102671.
  • Chong, X., H. L. Sha, L. L. Xie, and Y. F. Guo. 2022. Seismic performance comparison of hybrid, isolation, and damping control structures through 1/2-scale shaking table tests based on Chinese standard. Journal of Structural Engineering 149 (3). doi:10.1061/JSENDH/STENG-11785.
  • Chong, X., H. L. Sha, L. L. Xie, A. Q. Li, Q. Jiang, Y. Z. He, and X. Chen. 2020. Experimental and numerical studies on the seismic performance of precast concrete shear wall structures with an energy dissipation cladding panel. Journal of Earthquake Engineering 26 (6):3264–79. doi:10.1080/13632469.2020.1796843.
  • Chou, C. C., and S. Y. Chen. 2010. Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces. Engineering Structures 32 (8):2108–21. doi:10.1016/j.engstruct.2010.03.014.
  • Colombo, A., and G. Toniolo. 2012. Precast concrete structures: The lesson learnt from L’Aquila earthquake. Struct Concr J FIB 13 (2):71–139. doi:10.1002/suco.201100052.
  • Dal Lago, B., S. Bianchi, F. Biondini, and G. Toniolo 2018. Dissipative diaphragm connections for precast structures with cladding panels under seismic action. 16th European Conference on Earthquake Engineering (16ECEE), Thessaloniki, Greece. 1–12.
  • Dal Lago, B., F. Biondini, and G. Toniolo. 2018. Seismic performance of precast concrete structures with energy dissipating cladding panel connection systems. Structural Concrete 19 (6):1908–26. doi:10.1002/suco.201700233.
  • Dong, Y., and D. M. Frangopol. 2016. Performance-based seismic assessment of conventional and base-isolated steel buildings including environmental impact and resilience. Earthquake Engineering & Structural Dynamics 45 (5):739–56. doi:10.1002/eqe.2682.
  • FEMA. 2007. FEMA 461: interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components. Washington, DC: Applied Technology Council (ATC).
  • Filiatrault, A., D. Perrone, R. J. Merino, and G. M. Calvi. 2021. Performance-based seismic design of nonstructural building elements. Journal of Earthquake Engineering 25 (2):237–69. doi:10.1080/13632469.2018.1512910.
  • Filiatrault, A., and T. Sullivan. 2014. Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering. Earthquake Engineering and Engineering Vibration 13 (1):17–46. doi:10.1007/s11803-014-0238-9.
  • Filiatrault, A., C. M. Uang, B. Folz, C. Christopoulos, and K. Gatto 2001. Reconnaissance report of the February 28, 2001 nisqually (Seattle-Olympia) earthquake. Report No. SSRP–2001/02, Department of Structural Engineering University of California, San Diego La Jolla, CA.
  • Gao, X., A. Stavridis, V. Bolis, and M. Preti 2018. Experimental study on the seismic performance of non-ductile RC frames infilled with sliding subpanels. The 11th US national conference on earthquake engineering integrating science, engineering and policy, Los Angeles, California. 25–29.
  • GB/T 18591-2020. 2020. Standard for seismic resilience assessment of buildings. China: Ministry of Housing and Urban-rural Development. (in Chinese).
  • Giuffrè, A. 1970. Il comportamento del cemento armato per sollecitazioni cicliche di forte intensità. Giornale del Genio Civile 28:1–20.
  • Gupta, A., and B. M. McDonald 2008. Performance of building structures during the October 15, 2006 Hawaii earthquake. The 14th World Conference on Earthquake Engineering, Beijing, China. 12–17.
  • Kent, D. C., and R. Park. 1971. Flexural members with confined concrete. Journal of the Structural Division 97 (7):1969–90. doi:10.1061/JSDEAG.0002957.
  • 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.
  • Li, J. P. 2009. Study on vibration damping properties of external wall panels of industrialized housing. China: Tianjin University. (in Chinese).
  • Lu, X., and S. M. Zha. 2021. Seismic performance test and finite element analysis of a new slotted energy dissipation masonry infill wall. Engineering Mechanics 38 (11):105–13. (in Chinese).
  • Miranda, E., and S. Taghavi 2003. Estimation of seismic demands on acceleration-sensitive nonstructural components in critical facilities. The Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities, Irvine, California. 29–2.
  • Moretti, S., A. Trozzo, V. Terzic, G. P. Cimellaro, and S. Mahin. 2014. Utilizing base-isolation systems to increase earthquake resiliency of healthcare and school buildings. Procedia Economics and Finance 18:969–76. doi:10.1016/S2212-5671(14)01024-7.
  • Nobahar, E., B. Asgarian, O. Mercan, and S. Soroushian. 2021. A post-tensioned self-centering yielding brace system: Development and performance-based seismic analysis. Structure and Infrastructure Engineering 17 (3):392–412. doi:10.1080/15732479.2020.1752262.
  • Sabelli, R., S. Mahin, and C. Chang. 2003. Seismic demands on steel braced frame buildings with buckling-restrained braces. Engineering Structures 25 (5):655–66. doi:10.1016/S0141-0296(02)00175-X.
  • Sousa, L., and R. Monteiro. 2018. Seismic retrofit options for non-structural building partition walls: Impact on loss estimation and cost-benefit analysis. Engineering Structures 161:8–27. doi:10.1016/j.engstruct.2018.01.028.
  • Tokas, C. V. 2011. Nonstructural components and systems-designing hospitals for postearthquake functionality. Architectural Engineering Conference (AEI) 2012:406–17.
  • Vona, M., M. Mastroberti, L. Mitidieri, and S. Tataranna. 2018. New resilience model of communities based on numerical evaluation and observed post seismic reconstruction process. International Journal of Disaster Risk Reduction 28:602–09. doi:10.1016/j.ijdrr.2018.01.010.
  • Wang, D. Z., J. W. Dai, Z. Qu, and X. Q. Ning. 2016. Shake table tests of suspended ceilings to simulate the observed damage in the Ms7.0 Lushan earthquake, China. Earthquake Engineering and Engineering Vibration 15 (2):239–49. doi:10.1007/s11803-016-0319-z.
  • Wang, X. T., P. Pan, T. Wang, Z. Y. Shen, and H. S. Wang. 2020. Case study based on standard for seismic resilience assessment of buildings. Building Structure 50 (16):57–63. (in Chinese).
  • Wang, X. Y., L. L. Xie, D. M. Zeng, C. T. Yang, and Q. M. Liu. 2021. Seismic retrofitting of reinforced concrete frame-shear wall buildings using seismic isolation for resilient performance. Structures 34:4745–57. doi:10.1016/j.istruc.2021.10.081.
  • Wang, Y. M., L. H. Xiong, and W. X. Xu. 2013. Seismic damage and damage enlightenment of medical buildings in Lushan MS7.0 earthquake. Earthquake Engineering and Engineering Vibration 33 (4):44–53.
  • Xie, L. L., X. Z. Lu, H. Guan, and X. Lu. 2015. Experimental study and numerical model calibration for earthquake-induced collapse of RC frames with emphasis on key columns, joints, and the overall structure. Journal of Earthquake Engineering 19 (8):1320–44. doi:10.1080/13632469.2015.1040897.
  • Xie, L. L., H. L. Sha, X. Chong, L. B. Hou, and Y. F. Guo. 2022a. Performance-based seismic design of RC frame structure with energy dissipative cladding panel connection system using equivalent energy design procedure. Journal of Building Engineering 59:105076. doi:10.1016/j.jobe.2022.105076.
  • Xie, L. L., H. L. Sha, X. Chong, and J. B. Jia. 2022b. Seismic performance comparison between reinforced concrete frame structures with and without energy dissipating cladding panel system: Shaking table test and numerical simulation. Journal of Building Engineering 62:105414. doi:10.1016/j.jobe.2022.105414.
  • Xie, L. L., X. Y. Wang, D. M. Zeng, J. B. Jia, and Q. M. Liu. 2022c. Resilience-based retrofitting of adjacent reinforced concrete frame–shear wall buildings integrated into a common isolation system. Journal of Performance of Constructed Facilities 36 (1):04021100. doi:10.1061/(ASCE)CF.1943-5509.0001678.
  • Yang, C. T., L. L. Xie, A. Q. Li, D. M. Zeng, J. B. Jia, X. Chen, and M. Chen. 2020. Resilience-based retrofitting of existing urban RC-frame buildings using seismic isolation. Earthquake Engineering and Engineering Vibration 19 (4):839–53. doi:10.1007/s11803-020-0599-1.
  • Yin, C. Y., L. L. Xie, A. Q. Li, D. M. Zeng, C. T. Yang, and X. Y. Wang. 2021. Comparison of the seismic-resilient design of seismically isolated reinforced concrete frame structures using two codes. The Structural Design of Tall & Special Buildings 30 (14):e1886. doi:10.1002/tal.1886.
  • Zhou, Y., Z. Y. Chen, Y. Z. Guo, and C. Zhang. 2021. Advances on the seismic performance,mechanism and application of innovative damped infilled wall/wallboard. Journal of Disaster Prevention and Mitigation Engineering 41 (4):753–67. (in Chinese).

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