مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Verion

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

video

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

sound

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Persian Version

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

View:

921
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

0
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

COMPARISON BETWEEN ADDED MASS AND ACOUSTIC APPROACHES IN PREDICTING FREE SPANNING OFFSHORE PIPELINES’ RESPONSE TO EARTHQUAKE

Pages

  17-39

Abstract

 Offshore oil/gas pipelines are usually installed unburied. Free spans in the line may occur initially by an uneven seabed or be created later due to under-scouring. Free spans are usually unfavourable spots in the submarine pipeline. They are vulnerable to vortex induced vibrations, excessive stresses in the pipe wall or may exhibit undesirable responses to strong ground excitations.In this paper, the simplified/conventional ADDED MASS method for simulation of WATER-PIPE INTERACTIONs has been evaluated against a more elaborate coupled ACOUSTIC-structural model. With the coupled system the surrounding sea, the pipe body, the sea bed and the free-spanning have all been incorporated in the model. Effects from both irregular (earthquake) and harmonic excitations have been investigated. The validation of numerical models has been achieved by comparison of their dynamic characteristics to some available analytical-experimental relationships.From the results of the current investigation it was noticed that the ADDED MASS method generally predicted more conservative FREE SPANNING responses in comparison to those from the ACOUSTIC model. Under harmonic excitations, the predictions from the two models for the maximum longitudinal strain in the pipeline deviated around 60%. For irregular (seismic) excitations, this deviation came down to about 15%. The disagreement between predictions from the two methods was increasing by the decrease in the span length. The difference was more remarkable for vertical excitations as compared to the horizontal ones.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    SADR ALSADAT, SEYED MOHSEN, & ZEYN ALDINI, M.. (2010). COMPARISON BETWEEN ADDED MASS AND ACOUSTIC APPROACHES IN PREDICTING FREE SPANNING OFFSHORE PIPELINES’ RESPONSE TO EARTHQUAKE. JOURNAL OF MARINE ENGINEERING, 5(10), 17-39. SID. https://sid.ir/paper/60920/en

    Vancouver: Copy

    SADR ALSADAT SEYED MOHSEN, ZEYN ALDINI M.. COMPARISON BETWEEN ADDED MASS AND ACOUSTIC APPROACHES IN PREDICTING FREE SPANNING OFFSHORE PIPELINES’ RESPONSE TO EARTHQUAKE. JOURNAL OF MARINE ENGINEERING[Internet]. 2010;5(10):17-39. Available from: https://sid.ir/paper/60920/en

    IEEE: Copy

    SEYED MOHSEN SADR ALSADAT, and M. ZEYN ALDINI, “COMPARISON BETWEEN ADDED MASS AND ACOUSTIC APPROACHES IN PREDICTING FREE SPANNING OFFSHORE PIPELINES’ RESPONSE TO EARTHQUAKE,” JOURNAL OF MARINE ENGINEERING, vol. 5, no. 10, pp. 17–39, 2010, [Online]. Available: https://sid.ir/paper/60920/en

    Related Journal Papers

    Related Seminar Papers

  • No record.
  • Related Plans

  • No record.
  • Recommended Workshops






    Move to top
    telegram sharing button
    whatsapp sharing button
    linkedin sharing button
    twitter sharing button
    email sharing button
    email sharing button
    email sharing button
    sharethis sharing button