Earthquakes and Structures

  • 제18권4호
  • /
  • Pages.423-435
  • /
  • 2020
  • /
  • 2092-7614(pISSN)
  • /
  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Assessment of seismic damage on frame structures across the earth fissure under earthquake

  • Xiong, Zhongming (School of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Huo, Xiaopeng (School of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Chen, Xuan (School of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Xu, Jianjian (School of Civil Engineering, Xi'an University of Architecture & Technology) ;
  • Xiong, Weiyang (Graduate School of Arts and Science, New York University) ;
  • Zhuge, Yan (School of Natural & Built Environments, University of South Australia)
  • 투고 : 2019.04.26
  • 심사 : 2019.11.26
  • 발행 : 2020.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

An accurate evaluation of structural damage is essential to performance-based seismic design for the structure across the earth fissure. By comparing the calculation results from three commonly used damage models and the experimental results, a weighted combination method using Chen model was selected in this paper as the seismic damage evaluation. A numerical model considering the soil-structure interaction (SSI) was proposed using ABAQUS software. The model was calibrated by comparing with the experimental results. The results from the analysis indicated that, for the structure across the earth fissure, the existence of earth fissure changed the damage distribution of the structural members. The damage of structural members in the hanging wall was greater than that in the foot wall. Besides, the earth fissure enlarged the damage degree of the structural members at the same location and changed the position of the weak story. Moreover, the damage degree of the structure across the earth fissure was greater than that of the structure without the earth fissure under the same excitation. It is expected that the results from this research would enhance the understanding of the performance-based seismic design for the structure across the earth fissure.

키워드

과제정보

This work has been supported by the National Natural Science Foundation of China (Grant No. 51278395), the Science and Technology Project of Ministry of Housing and Urban-Rural Development of China (No. 2019-K-044) and Natural Science Foundation of Shaanxi Province (No. 2018JZ5008). The authors are grateful for all the all reviewers and editors for their warm work and thoughtful suggestions that have helped improve this paper substantially.

참고문헌

  1. Ayalew, L., Yamagishi, H. and Reik, G. (2004), "Ground cracks in Ethiopian Rift Valley: facts and uncertainties", Eng. Geology, 75(3-4), 309-324. https://doi.org/10.1016/j.enggeo.2004.06.018.
  2. Budhu, M. and Adiyaman, I. (2012), "Earth fissure formation from groundwater pumping and the influence of a stiff upper cemented layer", Quart. J. Eng. Geology Hydrogeol., 45(2), 197-205. https://doi.org/10.1144/1470-9236/10-030.
  3. Chen, L.Z., Jang, H.J. and Lu, X.l. (2010), "Modified Park-Ang damage model for reinforced concrete structures", J. Tong Ji Univ. (Nat. Sci.), 38(8), 1103-1107.
  4. Dipasquale, E. and Cakmak, A.S. (1987), "Detection and Assessment of Seismic Structural Damage".
  5. Dong, J., Ma, H., Zhang, N., Liu, Y. and Mao, Z. (2018), "Seismic damage assessment of steel reinforced recycled concrete column-steel beam composite frame joints", Earthq. Struct., 14(1), 73-84. https://doi.org/10.12989/eas.2018.14.1.073.
  6. Ghobarah, A., Abou-Elfath, H. and Biddah, A. (2015), "Response-based damage assessment of structures", Earthq. Eng. Struct. Dyn., 28(1), 79-104. https://doi.org/10.1002/(SICI)1096-9845(199901)28:1%3C79::AID-EQE805%3E3.0.CO;2-J.
  7. Ghosh, S. and Collins, K.R. (2010), "Merging energy-based design criteria and reliability-based methods: exploring a new concept", Earthq. Eng. Struct. Dyn., 35(13), 1677-1698. https://doi.org/10.1002/eqe.602.
  8. Jachens, R.C. and Holzer, T.L. (1982), "Differential compaction mechanism for earth fissures near Casa Grande, Arizona", Geological Soc. Amer. Bull., 93(10), 998-1012. https://doi.org/10.1130/00167606(1982)93%3C998:DCMFEF%3E2.0.CO;2.
  9. Kostinakis, K. and Morfidis, K. (2017), "The impact of successive earthquakes on the seismic damage of multistorey 3D R/C buildings", Earthq. Struct., 12(1), 1-12. https://doi.org/10.12989/eas.2017.12.1.001.
  10. Krawinkler, H. and Moncarz, P.D. (1981), "Theory and application of experimental model analysis in earthquake engineering", Nasa Sti/recon Technical Report No. 82.
  11. Kunnath, S.K., Heo, Y.A. and Mohle, J.F. (2009), "Nonlinear uniaxial material model for reinforcing steel bars", J. Struct. Eng., 135(4), 335-343. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:4(335).
  12. Li, C.J., Tang, X.M. and Ma, T.H. (2006), "Land subsidence caused by groundwater exploitation in the Hangzhou-Jiaxing-Huzhou Plain, China", Hydrogeol. J., 14(8), 1652-1665. https://doi.org/10.1007/s10040-006-0092-6.
  13. Li, S., Tian, J.B. and Liu, Y.H. (2017), "Performance-based seismic design of eccentrically braced steel frames using target drift and failure mode", Earthq. Struct., 13(5), 443-454. https://doi.org/10.12989/eas.2017.13.5.443.
  14. Liu, M.M. (2015), "Study on shaking table model test design scheme of mechanical response of ground fissure strongly under seismic load", Appl. Mech. Mat., 716, 456-459. https://doi.org/10.4028/www.scientific.net/AMM.716-717.456.
  15. Liu, N.N., Huang, Q.B., Ma, Y.J., Bulut, R., Peng, J.B., Fan, W. and Men, Y.M. (2017), "Experimental study of a segmented metro tunnel in a ground fissure area", Soil Dyn. Earthq. Eng., 100, 410-416. https://doi.org/10.1016/j.soildyn.2017.06.018.
  16. Niu, D.T. and Ren, L.J. (1996), "A modified seismic damage model with double variables for reinforced concrete structures", Earthq. Eng. Eng. Dyn., 16(4), 44-54.
  17. Ou, J.P., He, Z., Wu, B. and Qiu, F.W. (1999), "Seismic damage performance-based design of reinforced concrete structures", Earthq. Eng. Eng. Dyn. 1, 21-30.
  18. Park, Y.J. and Ang, H.S. (1985), "Mechanistic seismic damage model for reinforced concrete", J. Struct. Eng., 111(4), 722-739. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:4(722).
  19. Peng, J.B. (2012), "Disaster of the ground fissures in Xi'an", Science Press, Beijing.
  20. Peng, J.B., Qiao, J.W., Leng, Y.Q., Wang, F.Y. and Xue, S.Z. (2016), "Distribution and mechanism of the ground fissures in Wei River Basin, the origin of the Silk Road", Environ. Earth Sci., 75(8), 1-12. https://doi.org/10.1007/s12665-016-5527-3.
  21. Rajendran, C.P., Earnest, A., Rajendran, K., Das, R.D. and Kesavan, S. (2003), "The 13 September 2002 North Andaman (Diglipur) earthquake: An analysis in the context of regional seismicity", Current Sci., 84(7), 919-924.
  22. Sancio, R.B., Bray, J.D., Stewart, J.P., Youd, T.L., Durgunoglu, H.T., Onalp, A., Seed, R.B., Christensen, C., Baturay, M.B. and Karadayilar, T. (2002), "Correlation between ground failure and soil conditions in Adapazari, Turkey", Soil Dyn. Earthq. Eng., 22(9-12), 1093-1102. https://doi.orrg/10.1016/S0267-7261(02)00135-5.
  23. Wang, Z.F., Shen, S.L., Cheng, W.C. and Xu, Y.S. (2016), "Ground fissures in Xi'an and measures to prevent damage to the Metro tunnel system due to geohazards", Environ. Earth Sci., 75(6), 1-11. https://doi.org/10.1007/s12665-015-5169-x.
  24. Wartman, J., Rodriguez-Marek, A., Repetto, P.C., Keefer, D.K., Rondinel, E., Zegarra-Pellane, J. and Baures, D. (2003), "Ground Failure", Earthq. Spectra, 19(S1), 35-56. https://doi.org/10.1193/1.1737250
  25. Wei Cai Ping, Di, W. and Dong, W.D. (2013), "The geotechnical investigation report of underground civil air defense engineering of TangYan Road", Northwest Research Institute of Engineering Investigations and Design, Xi'an. China.
  26. Wu, B. and Ou, J.P. (1993), "Analysis on response and damage of reinforced concrete structures under mainshock and aftershock", J. Build. Struct., 14(5), 45-53.
  27. Xiong, Z.M., Chen, X., Wang, Y., Zhang, C. and Zhuge, Y. (2019), "Shaking table tests on braced reinforced concrete frame structure across the earth fissure under earthquake", Struct. Des. Tall Spec. Build., 28(1), e1559. https://doi.org/10.1002/tal.1559.
  28. Xiong, Z.M., Chen, X., Zhang, C., Huo, X.P. and Zhuge, Y. (2018), "Shaking table tests of RC frame structure across the earth fissure under earthquake", Struct. Des. Tall Spec. Build., 27(14), e1496. https://doi.org/10.1002/tal.1496.
  29. Xiong, Z.M., Wei, J., Guo, Y.L. and Wang, B. R. (2018), "A study on the dynamic response of structures across ground fissures under non-uniform seismic", J. Vib. Shock, 37(4), 197-202.
  30. Yu, Q.G., Shao, S.J. and Zheng, W.K. (2010), "Geo-engineering disasters in Xi'an ground fracture area and its control measures", J. Nat. Disasters, 19(3), 45-51.
  31. Zhao, W.S., Chen, W.Z., Zheng, P.Q. and Yu, J.X. (2013), "Choice and implementation of seismicwave input method in numerical calculation for underground engineering", Chinese J. Rock Mech. Eng., 32(8), 1579-1587.

피인용 문헌

  1. SSI effects on the redistribution of seismic forces in one-storey R/C buildings vol.20, pp.3, 2021, https://doi.org/10.12989/eas.2021.20.3.261