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Design Issues of Buried Pipelines at Permanent Ground Deformation Zones

Year 2016, Volume: 2 Issue: 2, 53 - 58, 31.12.2016

Abstract




This paper provides an overview of earthquake response of buried pipes subjected to permanent ground deformation
hazards. Observed damage at segmented and continuous buried pipes, typical failure modes for segmented and continuous pipes,
numerical modeling and provisions for design and analysis of welded steel pipelines are covered. Both simplified and 3D
continuum finite element models are presented to estimate the response of soil-pipe interaction models to fault offsets. Effects of
soil and pipe properties, fault crossing angles and possible measures for the earthquake risk mitigation in pipelines are summarized.




References

  • Rourke, M.J. and Liu, X. Seismic Design of Buried and Offshore Pipelines, MCEER- 12-MN04; 2011
Year 2016, Volume: 2 Issue: 2, 53 - 58, 31.12.2016

Abstract

References

  • Rourke, M.J. and Liu, X. Seismic Design of Buried and Offshore Pipelines, MCEER- 12-MN04; 2011
There are 1 citations in total.

Details

Subjects Engineering
Journal Section Articles
Authors

Eren Uckan

Bulent Akbas

Ercan Şerif Kaya

Ferit Çakır This is me

Cengiz Ipek

Murat Makaracı This is me

Şenol Ataoglu

Publication Date December 31, 2016
Published in Issue Year 2016 Volume: 2 Issue: 2

Cite

Chicago Uckan, Eren, Bulent Akbas, Ercan Şerif Kaya, Ferit Çakır, Cengiz Ipek, Murat Makaracı, and Şenol Ataoglu. “Design Issues of Buried Pipelines at Permanent Ground Deformation Zones”. Disaster Science and Engineering 2, no. 2 (December 2016): 53-58.