메뉴 건너뛰기




Volumn 27, Issue , 2014, Pages 299-326

Fragility Functions of Highway and Railway Infrastructure

Author keywords

[No Author keywords available]

Indexed keywords


EID: 84894607796     PISSN: 15736059     EISSN: 18724671     Source Type: Book Series    
DOI: 10.1007/978-94-007-7872-6_10     Document Type: Review
Times cited : (31)

References (25)
  • 1
    • 0141998232 scopus 로고    scopus 로고
    • American Lifelines Alliance (ALA), Part 1-Guideline, ASCE-FEMA, Reston, VA2001, 104 p
    • American Lifelines Alliance (ALA) (2001) Seismic fragility formulations for water systems, Part 1-Guideline, ASCE-FEMA, Reston, VA2001, 104 p.
    • (2001) Seismic fragility formulations for water systems
  • 3
    • 84894636190 scopus 로고    scopus 로고
    • Development of vulnerability curves for circular shallow tunnels due to ground shaking and ground failure
    • In: Crosta GB, Frattini P (eds), LESSLOSS report no. 2007/01. IUSS Press, Pavia, ISBN: 978-88-6198-005-1
    • Argyroudis S, Pitilakis K (2007) Development of vulnerability curves for circular shallow tunnels due to ground shaking and ground failure. In: Crosta GB, Frattini P (eds) Landslides: from mapping to loss and risk estimation. LESSLOSS report no. 2007/01. IUSS Press, Pavia, ISBN: 978-88-6198-005-1: 175-184.
    • (2007) Landslides: From mapping to loss and risk estimation , pp. 175-184
    • Argyroudis, S.1    Pitilakis, K.2
  • 4
    • 84855237097 scopus 로고    scopus 로고
    • Seismic fragility curves of shallow tunnels in alluvial deposits
    • Argyroudis S, Pitilakis K (2012) Seismic fragility curves of shallow tunnels in alluvial deposits. Soil Dyn Earthq Eng 35: 1-12.
    • (2012) Soil Dyn Earthq Eng , vol.35 , pp. 1-12
    • Argyroudis, S.1    Pitilakis, K.2
  • 6
    • 84876305049 scopus 로고    scopus 로고
    • Development of fragility functions for geotechnical constructions: Application to cantilever retaining walls
    • Argyroudis S, Kaynia AM, Pitilakis K (2013b) Development of fragility functions for geotechnical constructions: application to cantilever retaining walls. Soil Dyn Earthq Eng 50: 106-116.
    • (2013) Soil Dyn Earthq Eng , vol.50 , pp. 106-116
    • Argyroudis, S.1    Kaynia, A.M.2    Pitilakis, K.3
  • 9
    • 34249070514 scopus 로고    scopus 로고
    • Simplified procedure for estimating earthquake-induced deviatoric slope displacements
    • Bray J, Travasarou T (2007) Simplified procedure for estimating earthquake-induced deviatoric slope displacements. J Geotech Geoenviron Eng 133(4): 381-392.
    • (2007) J Geotech Geoenviron Eng , vol.133 , Issue.4 , pp. 381-392
    • Bray, J.1    Travasarou, T.2
  • 10
    • 85030169195 scopus 로고    scopus 로고
    • Railroad lifeline damage in earthquakes
    • Vancouver, BC, Canada, 1-6 Aug 2004, Paper No, In:, 324
    • Byers W (2004) Railroad lifeline damage in earthquakes. In: Proceedings of 13th world conference on earthquake engineering, Vancouver, BC, Canada, 1-6 Aug 2004, Paper No. 324.
    • (2004) Proceedings of 13th world conference on earthquake engineering
    • Byers, W.1
  • 12
    • 0017933060 scopus 로고
    • Damage to rock tunnels from earthquake shaking
    • Dowding CH, Rozen A (1978) Damage to rock tunnels from earthquake shaking. J Geotech Eng Div 104: 175-191 EC8.
    • (1978) J Geotech Eng Div , vol.104
    • Dowding, C.H.1    Rozen, A.2
  • 13
    • 10644282041 scopus 로고    scopus 로고
    • Eurocode 8, European Committee for Standardisation, Brussels. The European Standard EN 1998-1
    • Eurocode 8 (2004) Design of structures for earthquake resistance. European Committee for Standardisation, Brussels. The European Standard EN 1998-1.
    • (2004) Design of structures for earthquake resistance
  • 17
    • 84894640454 scopus 로고    scopus 로고
    • LessLoss, Research Project, European Commission, GOCE-CT-2003-505448
    • LessLoss (2007) Risk mitigation for earthquakes and landslides, Research Project, European Commission, GOCE-CT-2003-505448.
    • (2007) Risk mitigation for earthquakes and landslides
  • 18
    • 77955513584 scopus 로고    scopus 로고
    • Fragility curves for expressway embankments based on damage datasets after recent earthquakes in Japan
    • Maruyama Y, Yamazaki F, Mizuno K, Tsuchiya Y, Yogai H (2010) Fragility curves for expressway embankments based on damage datasets after recent earthquakes in Japan. Soil Dyn Earthq Eng 30: 1158-1167.
    • (2010) Soil Dyn Earthq Eng , vol.30 , pp. 1158-1167
    • Maruyama, Y.1    Yamazaki, F.2    Mizuno, K.3    Tsuchiya, Y.4    Yogai, H.5
  • 19
    • 18744410699 scopus 로고    scopus 로고
    • National Institute of Building Sciences (NIBS), Report prepared for the Federal Emergency Management Agency, Washington, DC
    • National Institute of Building Sciences (NIBS) (2004) HAZUS-MH: users's manual and technical manuals. Report prepared for the Federal Emergency Management Agency, Washington, DC.
    • (2004) HAZUS-MH: Users's manual and technical manuals
  • 22
    • 20444435702 scopus 로고    scopus 로고
    • Plaxis 2D (1998) Reference manual, version 7 Plaxis 2D, version 9
    • Plaxis 2D (1998) Reference manual, version 7 Plaxis 2D (2011) Reference manual, version 9.
    • (2011) Reference manual
  • 23
    • 84894621111 scopus 로고    scopus 로고
    • Fragility formulations for the BART system
    • In:, conference on lifeline earthquake engineering, TCLEE, Long Beach, 10-13 Aug 2003
    • Salmon M, Wang J, Jones D, Wu Ch (2003) Fragility formulations for the BART system. In: Proceedings of the 6th U. S. conference on lifeline earthquake engineering, TCLEE, Long Beach, 10-13 Aug 2003.
    • (2003) Proceedings of the 6th U. S
    • Salmon, M.1    Wang, J.2    Jones, D.3    Wu, C.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.