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Volumn 26, Issue 10, 1997, Pages 989-1003

Behaviour of continuous pipeline subject to transverse PGD

Author keywords

Buried pipeline; Permanent ground deformation; Pipe strain; Transverse PGD

Indexed keywords

EARTHQUAKES; GAS PIPELINES; LANDSLIDES; PIPELINES; SOIL LIQUEFACTION; STEEL PIPE; WATER PIPELINES;

EID: 0031259291     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9845(199710)26:10<989::AID-EQE688>3.0.CO;2-P     Document Type: Article
Times cited : (40)

References (8)
  • 4
    • 0029379339 scopus 로고
    • Steel pipe wrinkling due to longitudinal permanent ground deformation
    • M. J. O'Rourke, X. Liu, R. Flores-Berrones, 'Steel pipe wrinkling due to longitudinal permanent ground deformation', J Transportation Engng. 121, 443-451 (1995).
    • (1995) J Transportation Engng. , vol.121 , pp. 443-451
    • O'Rourke, M.J.1    Liu, X.2    Flores-Berrones, R.3
  • 5
    • 0343410688 scopus 로고
    • Pipeline response to permanent ground deformation: A benchmark case
    • TCLEE, ASCE, San Francisco, California, August
    • T. D. O'Rourke, M. J. O'Rourke, 'Pipeline response to permanent ground deformation: a benchmark case', Proc. 4th U.S. Conf. on Lifeline Earthquake Engineering, TCLEE, ASCE, San Francisco, California, August 1995, pp. 288-295.
    • (1995) Proc. 4th U.S. Conf. on Lifeline Earthquake Engineering , pp. 288-295
    • O'Rourke, T.D.1    O'Rourke, M.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.