Seismic Performance Evaluation of the Underground Utility Tunnel by Response Displacement Method and Response History Analysis |
Kwon, Ki-Yong
(Dept. of Civil and Environmental Eng., Wonkwang Univ.)
Lee, Jin-Sun (Dept. of Civil and Environmental Eng., Wonkwang Univ.) Kim, Yong-Kyu (ESCO Consultant and Engineers Company) Youn, Jun-Ung (Disaster Status Control Office, Korea Infrastructure Safety & Technology Corporation) Jeong, Soon-Yong (Nada Construction Research Institute) |
1 | Choo, Y. W. and Kim, D. S. (2001), "Dynamic Deformation Characteristics of Cohesionless Soils in Korea Using Resonant Column Tests", Journal of the Korean Geotechnical Society, Vol.17, No.5, pp.115-128. |
2 | Dokainish, M. A. and Subbaraj, K. (1989), "A Survey of Direct Time-Integration Methods in Computational Structural Dynamics -I. Explicit Methods", Computers & Structures, Vol.32, No.6, pp. 1371-1386. https://doi.org/10.1016/0045-7949(89)90314-3 DOI |
3 | Itasca Consulting Group (2020), FLAC 2D (Fast Lagrangian Analysis of Continua in 2 Dimensions) User's Guide, Minnesota, USA. |
4 | Kim, D. K., Seo, H. Y., Park, J. W., and Choi, I. J. (2006), "Earthquake Response Analyses of Underground Structures Using Displacement Responses of Soil", Journal of the Korea Institute for Structural Maintenance and Inspection, Vol.10, No.6, pp.133-142. |
5 | Korea Infrastructure Safety Corporation (KISTEC) (2020), Seismic Performance Evaluation Guideline for Existing Structures (Foundation and Geotechnical Structures), Available at : https://www.kistec.or.kr/ |
6 | Korea Infrastructure Safety Corporation (KISTEC) (2020), Seismic Performance Evaluation Guideline for Existing Structures (Utility Tunnel), Available at : https://www.kistec.or.kr/ |
7 | Lee, J. S., Liu, Q. H., and Park, H. J. (2019), "Effect of Earthquake Motion on The Permanent Displacement of Embankment Slopes", KSCE Journal of Civil Engineering, Vol.23, No.10, pp.4174-4189. https://doi.org/10.1007/s12205-019-1833-0 DOI |
8 | Ministry of Land, Infrastructure and Transport (MOLIT) (2016), Safety Evaluation Standard for the Existing Concrete Structures, KDS 14 20 90 : 2016, Available at : https://kcsc.re.kr/ |
9 | MIDAS Information Technology (2019), MIDAS Civil On-line Manual, Available at : http://manual.midasuser.com/ |
10 | Ministry of Land, Infrastructure and Transport (MOLIT) (2018), Seismic Design Standard of Metro, Available at : https://kcsc.re.kr/ |
11 | Ministry of Land, Infrastructure and Transport (MOLIT) (2018), Seismic Design Standard of Tunnel, KDS 11 44 00 : 2018, Available at : https://kcsc.re.kr/ |
12 | Ministry of Land, Infrastructure and Transport (MOLIT) (2018), Seismic Design Standard of Tunnel, KDS 27 17 00 : 2018, Available at : https://kcsc.re.kr/ |
13 | Rollins, K. M., Evans, M. D., Diehl, N. B., and William, D. D. III. (1998), "Shear Modulus and Damping Relationships for Gravels", Journal of Geotechnical and Geo-environmental Engineering, Vol. 124, No.5, pp.396-405. https://doi.org/10.1061/(asce)1090-0241(1998)124:5(396) DOI |
14 | Seed, H. B. and Idriss, I. M. (1970), Soil Moduli and Damping Factors for Dynamic Response Analyses, Report EERC 70-10. University of California, Berkeley. |
15 | Special Act on the Safety Control And Maintenance of Establishments (2018), Available at : https://elaw.klri.re.kr/ |
16 | Subbaraj, K. and Dokainish, M. A. (1989), "A Survey of Direct Time-Integration Methods In Computational Structural Dynamics -Ii. Implicit Methods", Computers & Structures, Vol.32, No.6, pp. 1387-1401. https://doi.org/10.1016/0045-7949(89)90315-5 DOI |
17 | Vucetic, M. and Dobry, R. (1991), "Effect of Soil Plasticity on Cyclic Response", Journal of Geotechnical Engineering, Vol.117, No.1, pp.89-107. https://doi.org/10.1061/(asce)0733-9410(1991)117:1(89) DOI |
18 | Uenishi, K. and Sakurai, S. (2000), "Characteristic of the Vertical Seismic Waves Associated with the 1995 Hyogo-Ken Nanbu (Kobe), Japan Earthquake Estimated from the Failure of the Daikai Underground Station", Earthquake Engng. Struct. Dyn., Vol.29, Issue 6, pp.813-821. doi:10.1002/(SICI)1096-9845(200006)29:6<813::AIDEQE939>3.0.CO;2-E DOI |