SEISMIC DAMAGE FIELD OBSERVATION AND VULNERABILITY ANALYSIS OF MULTILAYER REINFORCED CONCRETE FRAME STRUCTURE

Authors

  • Siqi Li The Open University of Harbin, No. 259, Yiman Street, Harbin City, China
  • Tianlai Yu Northeast Forestry University, School of Civil Engineering, Harbin 150040, China
  • Jianqiang Yu Northeast Forestry University, School of Civil Engineering, Harbin 150040, China

DOI:

https://doi.org/10.14311/CEJ.2020.04.0041

Keywords:

RC frame structure, Seismic damage field observation, Vulnerability analysis, Mean damage seismic index (MDSI), Seismic intensity

Abstract

To research the seismic damage characteristics, mechanism and vulnerability of multi-storey reinforced concrete (RC) frame structures, statistics and analysis, were made on 930 RC frame structures in Dujiangyan during Wenchuan earthquake, China. Firstly, seismic damage of RC frame structure in Dujiangyan is investigated comprehensively. According to the investigation results, easily damaged locations of this kind of structural system are: infilled wall, frame column, beam-column, joints and stairs. However, a large number of RC frame structures are basically intact or slightly damaged. By using the method of numerical statistical analysis, the non-linear relationship model and the fitting curve of seismic damage investigation samples under multiple seismic damage grades are given. Considering the number of stories, multiple ages and seismic fortification influencing factors, the empirical seismic damage situation of structures under each factor is analyzed, and the non-linear regression curve is developed. The empirical seismic vulnerability matrix and continuous regression function model and curve of RC frame structure in multi-intensity region are established. A calculation model of mean seismic damage index (MSDI) is proposed, and the vulnerability matrix and regression curve based on this parameter are given in combination with the empirical seismic damage investigation data. The above research results can provide a basic reference for vulnerability analysis and intensity scale revision of RC structures.

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References

Civil and Structural Groups of TSING Hua University., Xi Nan Jiao Tong University., Bei Jing Jiao Tong University., 2008. Analysis on seismic damage of buildings in the Wen chuan earthquake. Journal of building structures, vol. 29: 1-9.

Li H N, Xiao S Y, Huo L S., 2008. Damage investigation and analysis of engineering structures in the Wen chuan earthquake. Journal of Building Structure, vol. 29: 10-19.

Sun B T, Zhang G X., 2012. Statistical analysis of the seismic vulnerability of various types of structures in Wen chuan M8.0 earthquake. China Civil Engineering Journal, vol. 45: 26-30.

Li S Q, Yu T L, Chen Y.S., 2019. Comparative analysis of the empirical seismic vulnerability of typical structures in multiple intensity zones. Archives of Civil Engineering, vol. 65(3):167-183.

Li S Q, Yu T L, Jia J F., 2019. Investigation and analysis of empirical field seismic damage to bottom frame seismic wall masonry structure. International Journal of Engineering Transactions B: Applications, vol. 32(8):1082-1089.

Manfredi G, Prota A, Verderame G M, et al., 2014. 2012 Emilia earthquake, Italy: reinforced concrete buildings response. Bulletin Earthquake Engineering, vol. 12: 2275-2298.

Westenenk B, Delallera J C, Jünemann R, et al., 2013. Analysis and interpretation of the seismic response of RC buildings in Concepción during the February 27, 2010, Chile earthquake. Bulletin Earthquake Engineering, vol. 11: 69-91.

Lin X C, Zhang H Y, Chen H F, et al., 2015. Field investigation on severely damaged aseismic buildings in 2014 Ludian earthquake. Earthquake Engineering & Engineering Vibration, vol. 14: 169-176.

Maeda M, Ai-washali H, Suzuki K, et al., 2012. Damage of RC building structures due to 2011 east Japan earthquake In: Proceedings of the 2012 Structures Congress. Chicago, 1023-1034.

Eleftheriadou A K, Karabinis A I., 2013. Evaluation of damage probability matrices from observational seismic damage data. Earthquakes and Structures, vol. 4: 299-324.

Li S Q, Chen Y S, and Yu T L. Comparison of macroseismic-intensity scales by considering empirical observation of structural seismic damage. Earthquake Spectra, 2020, DOI: 10.1177/8755293020944174.

Musson R M W., 2005 Intensity attenuation in the U.K. Journal of Seismology, vol. 9: 73-86.

Eleftheriadou A K, Karabinis A I. 2011 Development of damage probability matrices based on Greek earthquake damage data. Earthquake Engineering and Engineering Vibration, vol. 10: 129-141.

Li S.Q., and Chen Y.S., 2020. Analysis of the probability matrix model for the seismic damage vulnerability of empirical structures. Natural Hazards, 104(1):705-730.

Zobin V M., Ventura-ramírez F., Gutiérrez -andrade C L., et al., 2006 The Mw 7.4 Colima, Mexico, Earthquake of 21 January 2003: The Observed Damage Matrix in Colima City and its Comparison with the Damage Probability Matrix. Natural Hazards, vol. 38: 391-410.

Ferreira T M., Vicente R, Mendesdasilva J A R, et al. 2013 Seismic vulnerability assessment of historical urban centres: case study of the old city centre in Seixal, Portugal. Bulletin Earthquake Engineering, vol. 11: 1753-1773.

Li S Q, Yu T L, Zhang M., 2020. Vulnerability analysis of multi-storey RC frame structures in multi-intensity zone under empirical seismic damage. Journal of Dalian University of Technology. vol. 60(2):200-208.

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Published

2020-12-31

How to Cite

Li, S., Yu, T., & Yu, J. (2020). SEISMIC DAMAGE FIELD OBSERVATION AND VULNERABILITY ANALYSIS OF MULTILAYER REINFORCED CONCRETE FRAME STRUCTURE. Stavební Obzor - Civil Engineering Journal, 29(4). https://doi.org/10.14311/CEJ.2020.04.0041

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