Browse > Article

An Introduction of Ground Response Seismic Coefficient Method for Earthquake Analysis of Underground Structures  

Kim, Jae-Min (전남대학교 건설환경공학부)
Kim, Du-Gi (군산대학교 토목공학과)
Publication Information
Computational Structural Engineering / v.22, no.3, 2009 , pp. 35-40 More about this Journal
Keywords
Citations & Related Records
연도 인용수 순위
  • Reference
1 Katayama, I., Adachi, M., Shimada, M., and Tsuzuki, T., On the practical analysis method for design analysis of buried structures, 19th Annual Meeting of Japan Society of Soil and Foundation, Abstracts, pp. 1445-1448, June, 1984 (in Japanese)
2 Unjoh, S., Hoshikuma, J., Nagaya, K. and Suzuki, T., Proc. of the 32th Joint Meeting of the U.S.-Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, 1998, pp. 211-223
3 Suzuki, T., Takatori, I., Okada, I. and Hagiwara, R., 'New seismic isolation design for urban tunnels in consideration of slip and its application to an actual shield-driven tunnel', Congress Proceedings CD-ROM, AITES - ITA Downunder 2002, 28th World Tunnel Congress, Sydney, Australia, 2002
4 Shahidia, A.R. and Vafaeianb, M., 'Analysis of longitudinal profile of the tunnels in the active faulted zone and designing the flexible lining (for Koohrang-III tunnel)', Tunnelling and Underground Space Technology, Vol. 20, No.3, 2005, pp. 213-221   DOI   ScienceOn
5 건설교통부, 지하공동구 내진설계기준, 2004. 6
6 Tsuneo, O. and Kenichi, Y., 'Simplified analysis based on non-linear seismic coefficient method for sewage facilities', Nippon Koei Technical Forum, Vol. 9, 2000 (in Japanese)
7 Katayama, Ikuo, Studies on Fundamental Problems in Seismic Design Analyses of Critical Structures and Facilities, 1990
8 Katayama, I., Adachi, M., Shimada, M., Tsuzuki, T., and Seshimo, Y., A quasi-static analysis method for buried structures - A proposal of 'Response Acceleration Method', Abstracts, 40th Annual Meeting of Japan Society of Civil Engineers, Part 1, pp. 737-738, Sept., 1985 (in Japanese)
9 한국지진공학회, 도시철도 내진설계기준, 건설교통부, 1999
10 Kawashima, K., 'Seismic analysis of underground structures', Journal of Disaster Research, Vol. 1, No.3, 2006
11 Luo, X., Muronoa, Y. and Nishimura, A., ''Verifying adequacy of the seismic deformation method by using real examples of earthquake damage', Soil Dynamics and Earthquake Engineering, Vol. 22, No.1, 2002, pp. 17-28   DOI   ScienceOn
12 Katayama, I. et. al, 'Proposal of the 'Response Seismic Coefficient Method' a practical quasi-static analysis method for structures buried underground', Fortieth Annual Technical Conference of the JSCE, Part 1, 1998, pp. 737-738 (in Japanese)
13 JSCE, Study on the evaluation of foundation - The study on the standardization of evaluation methodology of foundation, 1984
14 Ariman, T. and Muleski, G.E., 'A review of the response of buried pipelines under seismic excitations', Earthquake Engineering & Structural Dynamics, Vol. 9, No.2, 2006, pp. 133-152   DOI
15 Unjoh, S., Hoshikuma, J., Nagaya, K. and Suzuki, T., 'Development of seismic isolation technology for underground structures and the application', Proc. of the 32th Joint Meeting of the U.S.-Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, 2001, pp. 239-252
16 Tohma, J. et al, Model experiment of sea water intake duct of nuclear power plant, Demyoku doboku, No. 197, pp. 36-44, July, 1985 (in Japanese)