$\require{mediawiki-texvc}$

연합인증

연합인증 가입 기관의 연구자들은 소속기관의 인증정보(ID와 암호)를 이용해 다른 대학, 연구기관, 서비스 공급자의 다양한 온라인 자원과 연구 데이터를 이용할 수 있습니다.

이는 여행자가 자국에서 발행 받은 여권으로 세계 각국을 자유롭게 여행할 수 있는 것과 같습니다.

연합인증으로 이용이 가능한 서비스는 NTIS, DataON, Edison, Kafe, Webinar 등이 있습니다.

한번의 인증절차만으로 연합인증 가입 서비스에 추가 로그인 없이 이용이 가능합니다.

다만, 연합인증을 위해서는 최초 1회만 인증 절차가 필요합니다. (회원이 아닐 경우 회원 가입이 필요합니다.)

연합인증 절차는 다음과 같습니다.

최초이용시에는
ScienceON에 로그인 → 연합인증 서비스 접속 → 로그인 (본인 확인 또는 회원가입) → 서비스 이용

그 이후에는
ScienceON 로그인 → 연합인증 서비스 접속 → 서비스 이용

연합인증을 활용하시면 KISTI가 제공하는 다양한 서비스를 편리하게 이용하실 수 있습니다.

Dynamic response on tunnel with flexible segment

Geomechanics & engineering, v.15 no.3, 2018년, pp.833 - 839  

Kwak, Changwon (Civil & Architectural Engineering Group, KDHEC) ,  Jang, Dongin (Department of Civil Engineering, Hanseo University) ,  You, Kwangho (School of Civil Environment Energy Engineering, University of Suwon) ,  Park, Innjoon (Department of Civil Engineering, Hanseo University)

Abstract AI-Helper 아이콘AI-Helper

Dynamic behaviour of a tunnel is one of the most important issues for the safety and it is generally subjected to the seismic response of the surrounding soil. Relative displacement occurred in tunnel lining during earthquake produces severe damage. Generally, it concentrates at the connecting area ...

주제어

참고문헌 (20)

  1. Anastasopoulos, I., Gerolymos, N., Drosos, V., Kourkoulis, R., Georgarakos, T. and Gazetas, G. (2007), "Nonlinear response of deep immersed tunnel to strong seismic shaking", J. Geotech. Geoenviron. Eng., 133(9), 1067-1090. 

  2. Argyroudis, S.A. and Pitilakis, K.D. (2012), "Seismic fragility curves of shallow tunnels in alluvial deposits", Soil Dyn. Earthq. Eng., 35, 1-12. 

  3. Asheghabadi, M.S. and Matinmanesh, H. (2011), "Finite element seismic analysis of cylindrical tunnel in sandy soils with consideration of soil-tunnel interaction", Proc. Eng., 14, 3162-3169. 

  4. Bairrao, R. and Vaz, C.T. (2000), "Shaking table testing of civil engineering structures-the LNEC 3D simulator experience", Proceedings of the 12th World Conference of Earthquake Engineering, Auckland, New Zealand, January. 

  5. Dowding, C.H. and Rozen, A. (1978), "Damage to rock tunnels from earthquake shaking", J. Geotech. Eng. Div., 104(2), 175-191. 

  6. Duarte, R.T., Ritto-Correa, M., Vaz, C.T. and Campos-Costa, A. (1994), "Shaking table testing of structures", Proceedings of the 10th World Conference of Earthquake Engineering, Madrid, Spain, July. 

  7. Fabozzi, S., Licata, V., Autuori, S., Bilotta, E., Russo, G. and Silvestri, F. (2017), "Prediction of the seismic behavior of an underground railway station and a tunnel in Napoli (Italy)", Undergr. Sp., 2(2), 88-105. 

  8. Hashash, Y.M.A., Hook, J.J., Schmidt, B., John, I. and Yao, C. (2001), "Seismic design and analysis of underground structures", Tunn. Undergr. Sp. Technol., 16(2), 247-293. 

  9. Iai, S. (1989), "Similitude for shaking table tests on soil-structure-fluid model in 1g gravitational field", Soil. Found., 29(1), 105-118. 

  10. Jang, D.I., Kim, J.I., Kwak, C.W. and Park, I.J. (2017), "Study on flexible segment efficiency for seismic performance improvement of subsea tunnel", J. Kor. Tunn. Undergr. Sp. Assoc., 19(3), 503-515. 

  11. Liu, X.R., Li, D.L., Wang, J.B. and Wang, Z. (2015), "Surrounding rock pressure of shallow-buried bilateral bias tunnels under earthquake", Geomech. Eng., 9(4), 427-430. 

  12. Moss, R.E.S. and Crosariol, V.A. (2013), "Scale model shake table testing of an underground tunnel cross section in soft clay", Earthq. Spectra, 29(4), 1413-1440. 

  13. Nakamura, S., Yoshida, N. and Iwatate, T. (1996), Damage to Daikai Subway Station during the 1995 Hyogoken-Nambu Earthquake and its Investigation, Japan Society of Civil Engineers, Committee of Earthquake Engineering, 287-295. 

  14. Ouch, R., Ukritchon, B., Pipatpongsa, T. and Khosravi, M.H. (2017), "Finite element analyses of the stability of a soil block reinforced by shear pins", Geomech. Eng., 12(6), 1026-1031. 

  15. Pakbaz, M.C. and Yareevand, A. (2005), "2-D analysis of circular tunnel against earthquake loading", Tunn. Undergr. Sp. Technol., 20(5), 411-417. 

  16. Power, M., Rosidi, D., Kaneshiro, J., Gilstrap, S. and Chiou, S.J. (1998), "Summary and evaluation of procedures for the seismic design of tunnels", Final Report for Task 112-d-5.3(c), National Center for Earthquake Engineering Research, Buffalo, New York, U.S.A. 

  17. Samanta, M, Punetha, P. and Sharma, M. (2018), "Effect of roughness on interface shear behavior of sand with steel and concrete surface", Geomech. Eng., 14(4), 388-391. 

  18. Sandoval, E. and Bobet, A. (2017), "Effect of frequency and flexibility ratio on the seismic response of deep tunnels", Undergr. Sp., 2(2), 125-133. 

  19. Wang, X. and Cai, M. (2017), "Numerical modeling of seismic wave propagation and ground motion in underground mines", Tunn. Undergr. Sp. Technol., 68, 211-230. 

  20. Yan, X., Yuan, J., Yu, H., Bobet, A. and Yuan, Y. (2016), "Multipoint shaking table test design for long tunnels under non-uniform seismic loading", Tunn. Undergr. Sp. Technol., 59, 114-126. 

LOADING...

관련 콘텐츠

이 논문과 함께 이용한 콘텐츠

섹션별 컨텐츠 바로가기

AI-Helper ※ AI-Helper는 오픈소스 모델을 사용합니다.

AI-Helper 아이콘
AI-Helper
안녕하세요, AI-Helper입니다. 좌측 "선택된 텍스트"에서 텍스트를 선택하여 요약, 번역, 용어설명을 실행하세요.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.

선택된 텍스트

맨위로