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Volumn 39, Issue 2, 2006, Pages 343-351

Mitigation of seismic and meteorological hazards to marine oil terminals and other pier and wharf structures in California

Author keywords

Marine structures; Mooring analyses; Seismic requalification

Indexed keywords

DISASTER MANAGEMENT; EARTHQUAKE DAMAGE; HARBOR; METEOROLOGICAL HAZARD; MITIGATION; MOORING SYSTEM; OIL FIELD; OIL SPILL; PIER; PORT; SEISMIC HAZARD;

EID: 33947324965     PISSN: 14336863     EISSN: None     Source Type: Book Series    
DOI: 10.1007/s11069-006-0032-8     Document Type: Conference Paper
Times cited : (6)

References (11)
  • 2
    • 0018949737 scopus 로고
    • (February) U.S. Army Corps of Engineers, Coastal Research Center, Special Report No. 6, Ft. Belvoir, VA
    • Camfield FE (February 1980) Tsunami engineering, U.S. Army Corps of Engineers, Coastal Research Center, Special Report No. 6, Ft. Belvoir, VA
    • (1980) Tsunami Engineering
    • Camfield, F.E.1
  • 7
    • 0013419334 scopus 로고    scopus 로고
    • (OCIMF) Oil Companies International Marine Forum 2nd edn. Witherby & Co. Ltd., London, England
    • (OCIMF) Oil Companies International Marine Forum (1997) Mooring equipment guidelines, 2nd edn. Witherby & Co. Ltd., London, England
    • (1997) Mooring Equipment Guidelines
  • 10
    • 84942630710 scopus 로고    scopus 로고
    • Tsunami and seiche
    • In: Chen W, Scawthorn C (eds.) CRC Press, Boca Raton, Florida
    • Synolakis C (2002) Tsunami and seiche. In: Chen W, Scawthorn C (eds.) The earthquake engineering handbook. CRC Press, Boca Raton, Florida
    • (2002) The Earthquake Engineering Handbook
    • Synolakis, C.1
  • 11
    • 0012523861 scopus 로고    scopus 로고
    • PIANC (Working Group No. 34 of the Maritime Navigation Commission, International Navigation Association) A. A. Balkema, Lisse, Belgium
    • PIANC (Working Group No. 34 of the Maritime Navigation Commission, International Navigation Association) (2001) Seismic Design Guidelines for Port Structures, A. A. Balkema, Lisse, Belgium
    • (2001) Seismic Design Guidelines for Port Structures


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.