DOI QR코드

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Earthquake loss assessment framework of ductile RC frame using component- performance -based methodology

  • Shengfang Qiao (Guangzhou Institute of Building Science Co., Ltd.) ;
  • Xiaolei Han (School of Civil Engineering and Transportation, South China University of Technology) ;
  • Hesong Hu (Guangzhou Construction Engineering Co., Ltd.) ;
  • Mengxiong Tang (Guangzhou Construction Engineering Co., Ltd.)
  • 투고 : 2024.04.19
  • 심사 : 2024.07.31
  • 발행 : 2024.08.25

초록

The earthquake loss assessment framework of ductile reinforced concrete (or RC) frame using component-performance -based methodology was studied in this paper. The elasto-plastic rotation angle was used as the damage indicator of structural component, and the damage-to-loss model was proposed on the basis of the deformation indicator of structural component. Dynamic instability during incremental dynamic analysis was taken as collapse criterion, and column failure was taken as criterion that structure has to be demolished. Expected earthquake losses of low-rise, mid-rise and high-rise RC frames were discussed. The expected earthquake loss encompassed collapse loss, demolition loss and repair loss. Furthermore, component groups of RC frame were divided into structural components, nonstructural components and rugged components. The results indicate that ductile RC frame is more likely to be demolished than collapse, especially in low-rise and mid-rise RC frames. Furthermore, the less collapse margin ratio the structure has, the more demolition probability the structure will suffer under rare earthquake. The demolition share of total earthquake loss might be more prominent than repair share and collapse share in ductile RC frame.

키워드

과제정보

The research described in this paper was financially supported by the Guangzhou Science and Technology Project (Granted No 2024B03J1389), Science and technology planning project of Guangzhou Municipal Construction Group Co., Ltd (Granted No (2023)-KJ012, (2023)-KJ013, (2022)-KJ011, (2022)-KJ030), Guangzhou Baiyun District Innovation and Entrepreneurship Leading Team Project (2021-0305), Science and Technology Program of the Ministry of Housing and Urban-Rural Development (Granted No 2020-K-130, 2021-K-075), Guangdong Provincial Department of Housing and Urban Rural Development Science and Technology Innovation Project (Granted No 2021-K1-300220), Shenzhen Department of Housing and Urban Rural Development Science and Technology Innovation Project (Granted No 2023-34).

참고문헌

  1. Acun, B. and Sucuoglu, H. (2010), "Performance of reinforced concrete columns designed for flexure under severe displacement cycles", ACI Struct. J., 107(3), 364-371. https://doi.org/10.1007/978-90-481-8746-1_35. 
  2. Ali, Y., Oguzhan, C., Seyhan, O. and Zulfikar, A.C. (2023), "Fragility-based rapid earthquake loss assessment of precast RC buildings in the Marmara region", Struct. Eng. Mech., 88(1), 13-23. https://doi.org/10.12989/sem.2023.88.1.013. 
  3. ASCE/SEI 41-13 (2013), Seismic Evaluation and Retrofit Rehabilitation of Existing Building, American Society of Civil Engineers, Washington, USA. 
  4. Aslani, H. and Miranda, E. (2005), "Probabilistic earthquake loss estimation and loss disaggregation in building", Ph.D. Dissertation, Stanford University, California, USA. 
  5. Beck, J.L., Porter, K.A., Shaikhutdinov, R., Au, S.K., Mizukoshi, K., Miyamura, M., ... & Masuda, M. (2002), "Impact of seismic risk on lifetime property values", California Institute of Technology, Pasadena, California, USA. 
  6. Cardone, D. and Perrone, G. (2017), "Damage and loss assessment of pre-70 RC frame Buildings with FEMA P-58", J. Earthq. Eng., 21(1), 23-61. https://doi.org/10.1080/13632469.2016.1149893. 
  7. Cornell, C.A., Jalayer, F., Hamburger, R.O. and Douglas, A. (2002), "Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines", J. Struct. Eng., 128(4), 526-533. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:4(526). 
  8. Cui, J.D. (2017), "Research and experimental verification of deformation index limits of RC beams, columns and shear walls", Ph.D. Dissertation, South China University of Technology, Guangzhou, China. 
  9. FEMA 273 (1997), NEHRP Guidelines for Seismic Rehabilitation of Buildings, Federal Emergency Management Agency, Washington, USA. 
  10. FEMA P58 (2012), Seismic Performance Assessment of Buildings, FEMA Federal Emergency Management Agency, Washington, USA. 
  11. FEMA P695 (2009), Quantification of Building Seismic Performance Factors, FEMA Federal Emergency Management Agency, Washington, USA. 
  12. GB 50010 (2010), Code for Design of Concrete Structures, National Standard of the People's Republic of China, Beijing, China. (in Chinese)
  13. GB 50011 (2016), Code for Seismic Design of Buildings, Architecture Industry Press, Beijing, China. (in Chinese)
  14. GB/T 18208.4-2011 (2011), Earthquake Field Work- Part 4: Direct Earthquake Loss Evaluation, Standards press of China, Beijing. (in Chinese) 
  15. Gunay, S. and Mosalam, K.M. (2013), "PEER performance-based earthquake engineering methodology, revisited", J. Earthq. Eng., 17(6), 82-858. https://doi.org/10.1080/13632469.2013.787377. 
  16. Han, X.L., Cui, J.D., Ji, J. Liu, W.J. and Shen, X.L. (2015), "Component performance based collapse resistant capacity evaluation of reinforced concrete frame structures under strong earthquake actions", J. Build. Struct., 36(12), 27-34. https://doi.org/10.14006/j.jzjgxb.2015.12.004. 
  17. Haselton, C.B., Goulet, C.A., Mitrani-Reiser, J., Beck, J.L., Deierlein, G.G., Porter, K.A., ... & Taciroglu, E. (2008), "An assessment to benchmark the seismic performance of a code-conforming reinforced concrete moment-frame building", PEER Report, UC Berkeley, USA. 
  18. HAZUS (2003), Earthquake Model User Manual, Federal Emergency Management Agency, Washington, USA. 
  19. Huang, L.H., Yang, Z. and Xu, Y. (2019), "Comparative analysis of multilayer architecture in high-intensity earthquake zone", Guangzhou Arch., 47(4), 22-27. 
  20. Ji, J., Qiao, S.F., Han, X.L. and Yang, G. (2018), "Repairability of RC frame using component- performance -based method", J. Build. Struct., 39(S1), 222-228. https://doi.org/10.14006/j.jzjgxb.2018.S1.027. 
  21. Kang, J.W. and Lee, J. (2018), "A correction method for objective seismic damage index of reinforced concrete columns", Comput. Concrete, 21(4), 741-748. https://doi.org/10.12989/cac. 2018.21.6.741. 
  22. Khanbabazadeh, H., Zulfikar, A.C. and Yesilyurt, A. (2020), "Basin edge effect on industrial structures damage pattern at clayey basins", Geomech. Eng., 23(6), 575-585. https://doi.org/10.12989/gae.2020.23.6.575. 
  23. Krawinkler, H., Zareian, F., Medina, R.A. and Ibarra, L.F. (2006), "Decision support for conceptual performance-based design", Earthq. Eng. Struct. Dyn., 35(1), 115-133. https://doi.org/10.1002/eqe.536. 
  24. Li, X. and Wang, Y.F. (2012), "Numerical analysis of RC columns under reversed cyclic loading based on fiber model", J. Beijing Jiao Tong Univ., 36(6), 68-73. 
  25. Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804). 
  26. Marsed, L. and Huseyin, B. (2024), "Investigation of seismic performance of a premodern RC building typology after November 26, 2019 earthquake", Struct. Eng. Mech., 89(5), 491-505. https://doi.org/10.12989/sem.2024.89.5.491. 
  27. Martins, L., Silva, V., Marques, M., Crowley, H. and Delgado, R. (2016), "Development and assessment of damage-to-loss models for moment-frame reinforced concrete buildings", Earthq. Eng. Struct. Dyn., 45, 797-817. https://doi.org/10.1002/eqe.2687. 
  28. Moehle, J. and Deierlein, G.G. (2004), "A framework methodology for performance-based earthquake engineering", 13th World Conference on Earthquake Engineering, Vancouver, January. 
  29. O'Reilly, G.J. and Sullivan, T.J. (2018), "Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings", Bull. Earthq. Eng., 16(3), 1447-1485. https://doi.org/10.1007/s10518-017-0257-9. 
  30. O'Reilly, G.J., Perrone, D., Fox, M., Monteiro, R. and Filiatrault, A. (2018), "Seismic assessment and loss estimation of existing school buildings in Italy", Eng. Struct., 168(8), 142-162. https://doi.org/10.1016/j.engstruct.2018.04.056. 
  31. Oncu, M.E. and Yon, M.S. (2016), "Assessment of nonlinear static and incremental dynamic analyses for RC structures", Comput. Concrete, 18(6), 1195-1211. https://doi.org/10.12989/cac.2016.18.6.1195. 
  32. Paulay, T. and Priestley, M.J.N. (1992), Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons, New York, USA. 
  33. Qiao, S.F., Han, X.L., Zhou, K.M. and Li, W.C. (2017), "Conceptual configuration and seismic performance of high-rise steel braced frame", Steel Compos. Struct., 23(2), 173-186. https://doi.org/10.12989/scs.2017.23.2.173. 
  34. Ramirez, C.M. and Miranda, E. (2009), "Building-specific loss estimation methods & tools for simplified performance based earthquake engineering", Report No. 171, The John A. Blume Earthquake Engineering Center, California, USA. 
  35. Ramirez, C.M. and Miranda, E. (2012), "Significance of residual drifts in building earthquake loss estimation", Earthq. Eng. Struct. Dyn., 41(11), 1477-1493. https://doi.org/10.1002/eqe.2217. 
  36. Ramirez, C.M., Liel, A.B., Mitrani-Reiser, J., Haselton, C.B., Spear, A.D., Steiner, J., ... & Miranda, E. (2012), "Expected earthquake damage and repair costs in reinforced concrete frame buildings", Earthq. Eng. Struct. Dyn., 41(11), 1455-1475. https://doi.org/10.1002/eqe.2216. 
  37. Shokrabadi, M., Banazadeh, M., Shokrabadi, M. and Mellati, A. (2015), "Assessment of seismic risks in code conforming reinforced concrete frames", J. Earthq. Eng., 98(9), 14-28. https://doi.org/10.1016/j.engstruct.2015.03.057. 
  38. Shoraka, M.B., Yang, T.Y. and Elwood, K.J. (2013), "Seismic loss estimation of non-ductile reinforced concrete buildings", Earthq. Eng. Struct. Dyn., 42(2), 297-310. https://doi.org/10.1002/eqe.2213. 
  39. Sullivan, T.J. (2016), "Use of limit state loss versus intensity models for simplified estimation of expected annual loss", J. Earthq. Eng., 20(6), 954-974. https://doi.org/10.1080/13632469.2015.1112325. 
  40. Vamvatsikos, D. and Cornell, C. (2002), "Incremental dynamic analysis", Earthq. Eng. Struct. Dyn., 31(3), 491-514. https://doi.org/10.1002/eqe.141. 
  41. Wu, Y.W. (2013), "Comparative analysis of multilayer architecture in high-intensity earthquake zone", Guangzhou Arch., 41(4), 27-32. 
  42. Yang, T.Y., Moehle, J., Stojadinovic, B. and Kiureghian, A. (2009), "Seismic performance evaluation of facilities: Methodology and implementation", J. Struct. Eng., 135(10), 1146-1154. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:10(1146). 
  43. Yesilyurt, A., Zulfikar, A.C. and Tuzun, C. (2021), "Site classes effect on seismic vulnerability evaluation of RC precast industrial buildings", Earthq. Struct., 21(6), 627-639. https://doi.org/10.12989/eas.2021.21.6.627. 
  44. Zeng, X., Lu, X.Z., Yang, T.Y. and Xu, Z. (2016), "Application of the FEMA-P58 methodology for regional earthquake loss prediction", Nat. Hazard., 83(1), 177-192. https://doi.org/10.1007/s11069-016-2307-z. 
  45. Zhou, X.X., Han, X.L., Ji, J., Qi, Y.L. and Huang, C. (2016), "Component-level performance-based seismic assessment and design approach for concrete moment", Open Civil Eng. J., 10, 25-39. https://doi.org/10.2174/1874149501610010025.