메뉴 건너뛰기




Volumn 35, Issue , 2012, Pages 1-12

Seismic fragility curves of shallow tunnels in alluvial deposits

Author keywords

1D ground response analysis; Fragility curves; Numerical analysis; Seismic vulnerability; Shallow tunnels

Indexed keywords

ALLUVIAL DEPOSITS; CLOSED FORM SOLUTIONS; DISTINCTIVE FEATURES; EQUIVALENT-LINEAR; FRAGILITY CURVES; GROUND RESPONSE; INPUT MOTIONS; METRO TUNNEL; NUMERICAL APPROACHES; QUASI-STATIC CONDITIONS; QUASI-STATIC METHODS; SEISMIC FRAGILITY; SEISMIC GROUND; SEISMIC INTENSITY; SEISMIC LOADINGS; SEISMIC VULNERABILITY; SHALLOW TUNNEL; SOIL CONDITIONS; SOIL PROPERTY; STRENGTH CHARACTERISTICS;

EID: 84855237097     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2011.11.004     Document Type: Article
Times cited : (229)

References (38)
  • 1
    • 84855230568 scopus 로고    scopus 로고
    • American Lifelines Alliance (ALA), Seismic Fragility Formulations for Water Systems, part 1- Guideline, ASCE-FEMA, Reston, VA2001
    • American Lifelines Alliance (ALA), Seismic Fragility Formulations for Water Systems, part 1- Guideline, ASCE-FEMA, Reston, VA2001, 104 p.
  • 2
    • 61749084915 scopus 로고    scopus 로고
    • Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils
    • Amorosi A., Boldini D. Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils. Soil Dynamics and Earthquake Engineering 2009, 29:1059-1072.
    • (2009) Soil Dynamics and Earthquake Engineering , vol.29 , pp. 1059-1072
    • Amorosi, A.1    Boldini, D.2
  • 3
    • 84855230572 scopus 로고    scopus 로고
    • Note
    • ATC-13, Earthquake Damage Evaluation Data for California, Applied Technology Council, Redwood City, 1985.
  • 4
    • 84855218400 scopus 로고    scopus 로고
    • Contribution to seismic vulnerability and risk of transportation networks in urban environment, PhD thesis, Department of Civil Engineering, Aristotle University of Thessaloniki, Greece
    • Argyroudis, S. Contribution to seismic vulnerability and risk of transportation networks in urban environment, PhD thesis, Department of Civil Engineering, Aristotle University of Thessaloniki, Greece, 2010.
    • (2010)
    • Argyroudis, S.1
  • 6
    • 0037668087 scopus 로고    scopus 로고
    • Effect of pore water pressure on tunnel support during static and seismic loading
    • Bobet A. Effect of pore water pressure on tunnel support during static and seismic loading. Tunnelling and Underground Space Technology 2003, 18:377-393.
    • (2003) Tunnelling and Underground Space Technology , vol.18 , pp. 377-393
    • Bobet, A.1
  • 7
    • 0346039164 scopus 로고    scopus 로고
    • Seismic fragility of typical bridges in moderate seismic zones
    • Choi E., DesRoches R., Nielson B. Seismic fragility of typical bridges in moderate seismic zones. Engineering Structures 2004, 26:187-199.
    • (2004) Engineering Structures , vol.26 , pp. 187-199
    • Choi, E.1    DesRoches, R.2    Nielson, B.3
  • 8
    • 84855218397 scopus 로고    scopus 로고
    • Development of new family of normalized modulus reduction and material damping curves, PhD thesis, University of Texas, Austin
    • Darendeli, MB. Development of new family of normalized modulus reduction and material damping curves, PhD thesis, University of Texas, Austin, 2001.
    • (2001)
    • Darendeli, M.B.1
  • 10
    • 84855234773 scopus 로고    scopus 로고
    • European Committee for Standardisation, Brussels, Belgium, The European Standard EN 1998-1
    • EC8 Eurocode 8: Design of Structures for Earthquake Resistance 2004, European Committee for Standardisation, Brussels, Belgium, The European Standard EN 1998-1.
    • (2004) EC8 Eurocode 8: Design of Structures for Earthquake Resistance
  • 13
    • 20844444643 scopus 로고    scopus 로고
    • Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures
    • Hashash Y.A., Park D., Chiangyao J. Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures. Tunnelling and Underground Space Technology 2005, 20:435-441.
    • (2005) Tunnelling and Underground Space Technology , vol.20 , pp. 435-441
    • Hashash, Y.A.1    Park, D.2    Chiangyao, J.3
  • 15
    • 0035576047 scopus 로고    scopus 로고
    • Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation
    • Karim K.R., Yamazaki F. Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation. Earthquake Engineering and Structural Dynamics 2001, 30:1839-1856.
    • (2001) Earthquake Engineering and Structural Dynamics , vol.30 , pp. 1839-1856
    • Karim, K.R.1    Yamazaki, F.2
  • 16
    • 49649085826 scopus 로고    scopus 로고
    • Seismic response of precast tunnel linings, in: Proceedings of Rapid Excavation and Tunneling Conference, Toronto
    • Kramer, G, Sedarat, H, Kozak, A, Liu, A, Chai, J. Seismic response of precast tunnel linings, in: Proceedings of Rapid Excavation and Tunneling Conference, Toronto, 2007.
    • (2007)
    • Kramer, G.1    Sedarat, H.2    Kozak, A.3    Liu, A.4    Chai, J.5
  • 18
    • 53649090361 scopus 로고    scopus 로고
    • Simplified analysis of seismic in-plane stresses in composite and jointed tunnel linings
    • Nagar H., Hinchberger S.D., Nagar M.H. Simplified analysis of seismic in-plane stresses in composite and jointed tunnel linings. Soil Dynamics and Earthquake Engineering 2008, 28:1063-1077.
    • (2008) Soil Dynamics and Earthquake Engineering , vol.28 , pp. 1063-1077
    • Nagar, H.1    Hinchberger, S.D.2    Nagar, M.H.3
  • 19
    • 18744410699 scopus 로고    scopus 로고
    • Federal Emergency Management Agency and National Institute of Building Science, Washington, DC
    • NIBS HAZUS-MH: Technical Manuals 2004, Federal Emergency Management Agency and National Institute of Building Science, Washington, DC.
    • (2004) NIBS HAZUS-MH: Technical Manuals
  • 20
    • 34247648717 scopus 로고    scopus 로고
    • Seismic fragility methodology for highway bridges using a component level approach
    • Nielson B.G., DesRoches R. Seismic fragility methodology for highway bridges using a component level approach. Earthquake Engineering and Structural Dymamics 2007, 36:823-839.
    • (2007) Earthquake Engineering and Structural Dymamics , vol.36 , pp. 823-839
    • Nielson, B.G.1    DesRoches, R.2
  • 21
    • 84855209161 scopus 로고
    • Earthquake engineering of large underground structures, in report No. FHWA/RD-80/195, Federal Highway Administration and National Science Foundation
    • Owen, GN, Scholl, RE. Earthquake engineering of large underground structures, in report No. FHWA/RD-80/195, Federal Highway Administration and National Science Foundation, (1981) 279p.
    • (1981) , pp. 279
    • Owen, G.N.1    Scholl, R.E.2
  • 23
    • 84874360133 scopus 로고    scopus 로고
    • Seismic risk assessment of underground structures under transient ground deformations, in: K. Pitilakis (Ed.), Earthquake Geotechnical Engineering: 4th International Conference on Earthquake Geotechnical Engineering - Invited Lectures, Springer, Netherlands
    • Paolucci, R, Pitilakis, K. Seismic risk assessment of underground structures under transient ground deformations, in: K. Pitilakis (Ed.), Earthquake Geotechnical Engineering: 4th International Conference on Earthquake Geotechnical Engineering - Invited Lectures, Springer, Netherlands, 2007, pp. 433-459.
    • (2007) , pp. 433-459
    • Paolucci, R.1    Pitilakis, K.2
  • 24
    • 58249144094 scopus 로고    scopus 로고
    • Analytical solution for seismic-induced ovaling of circular tunnel lining under no-slip interface conditions: a revisit
    • Park K.H., Tantayopin K., Tontavanich B., Owatsiriwong A. Analytical solution for seismic-induced ovaling of circular tunnel lining under no-slip interface conditions: a revisit. Tunnelling and Underground Space Technology 2009, 24:231-235.
    • (2009) Tunnelling and Underground Space Technology , vol.24 , pp. 231-235
    • Park, K.H.1    Tantayopin, K.2    Tontavanich, B.3    Owatsiriwong, A.4
  • 26
    • 84855209162 scopus 로고    scopus 로고
    • (Ed.), Probabilistic methods for seismic assessment of existing structures, LESSLOSS Report No. 2007/06, Istituto Universitario di Studi Superiori di Pavia, IUSS Press
    • Pinto, PE (Ed.), Probabilistic methods for seismic assessment of existing structures, LESSLOSS Report No. 2007/06, Istituto Universitario di Studi Superiori di Pavia, IUSS Press, 2007.
    • (2007)
    • Pinto, P.E.1
  • 27
    • 84855218396 scopus 로고    scopus 로고
    • Seismic design of large, long underground structures: metro and parking stations, highway tunnels, in: Proceedings of International Geotechnical Conference: Geotechnical Challenges in Megacities (GEOMOS2010), Moscow
    • Pitilakis, K, Tsinidis, G. Seismic design of large, long underground structures: metro and parking stations, highway tunnels, in: Proceedings of International Geotechnical Conference: Geotechnical Challenges in Megacities (GEOMOS2010), Moscow, 2010.
    • (2010)
    • Pitilakis, K.1    Tsinidis, G.2
  • 28
    • 84855218398 scopus 로고    scopus 로고
    • Plaxis 2D, Reference Manual, version 7
    • Plaxis 2D, Reference Manual, version 7, 1998.
    • (1998)
  • 29
    • 84855209159 scopus 로고    scopus 로고
    • "Summary and Εvaluation of Procedures for the Seismic Design of Tunnels", Final Report for Task 112-D-5.3(c), MCEER Highway Project, Sponsored by US Department of Transportation, Federal Highway Administration, FWHA Contract Number DTFH61-92-C-00112.
    • Power, M, Rosidi, D, Kaneshiro, J, Gilstrap, S, Chiou, SJ. (1998) "Summary and Εvaluation of Procedures for the Seismic Design of Tunnels", Final Report for Task 112-D-5.3(c), MCEER Highway Project, Sponsored by US Department of Transportation, Federal Highway Administration, FWHA Contract Number DTFH61-92-C-00112.
    • (1998)
    • Power, M.1    Rosidi, D.2    Kaneshiro, J.3    Gilstrap, S.4    Chiou, S.J.5
  • 30
    • 0242721725 scopus 로고    scopus 로고
    • Fragility formulations for the BART system, in: Proceedings of the 6th U.S. Conference on Lifeline Earthquake Engineering, TCLEE, Long Beach
    • Salmon, M, Wang, J, Jones, D, Wu, Ch. Fragility formulations for the BART system, in: Proceedings of the 6th U.S. Conference on Lifeline Earthquake Engineering, TCLEE, Long Beach, 2003.
    • (2003)
    • Salmon, M.1    Wang, J.2    Jones, D.3    Wu, C.4
  • 31
    • 84855209156 scopus 로고
    • SHAKE: a computer program for earthquake response analysis of horizontally layered sites, Report No. UCB/EERC-72/12, Earthquake Engineering Research Center, University of California, Berkeley, December
    • Schnabel, PB, Lysmer, J, Seed, HB. SHAKE: a computer program for earthquake response analysis of horizontally layered sites, Report No. UCB/EERC-72/12, Earthquake Engineering Research Center, University of California, Berkeley, December, (1972)102p.
    • (1972) , pp. 102
    • Schnabel, P.B.1    Lysmer, J.2    Seed, H.B.3
  • 33
    • 0025920102 scopus 로고
    • Underground opening damage from earthquakes
    • Sharma S., Judd W.R. Underground opening damage from earthquakes. Engineering Geology 1991, 30:263-276.
    • (1991) Engineering Geology , vol.30 , pp. 263-276
    • Sharma, S.1    Judd, W.R.2
  • 34
    • 84855240466 scopus 로고
    • The Hanshin-Awaji earthquake of January 17, 1995: performance of lifelines, Technical Report NCEER-95-0015
    • Shinozuka, M. The Hanshin-Awaji earthquake of January 17, 1995: performance of lifelines, Technical Report NCEER-95-0015, 1995.
    • (1995)
    • Shinozuka, M.1
  • 37
    • 0022109795 scopus 로고
    • The distribution of earthquake damage to underground facilities during the 1976 Tang-Shan earthquake
    • Wang J.M. The distribution of earthquake damage to underground facilities during the 1976 Tang-Shan earthquake. Earthquake Spectra 1985, 1:741-757.
    • (1985) Earthquake Spectra , vol.1 , pp. 741-757
    • Wang, J.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.