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:

376
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

Investigation of Sediment in the reservoir on Seismic Damage of Concrete Gravity Dam in the Near-Fault and Far-Fault Ground Motions

Pages

  130-150

Abstract

Sediment in the dam’ s reservoir has a significant role on mitigation of dynamic response of concrete Gravity dams and also the seismic response of dams in near-field motion can be considerably different from those observed in the far field and the near– fault ground motions can cause considerable damage during an earthquake. This paper presents results of a study aimed at evaluating the Sediment effects in the near-fault and far-fault ground motions on Nonlinear dynamic response and Seismic damage of concrete Gravity dams including dam-reservoir-foundation interaction. For this purpose, 3 as-recorded earthquake records which display ground motions with an apparent velocity pulse are selected to represent the near-fault ground motion characteristics. The Shafaroud Gravity dam, which is selected as a numerical application, is subjected to a set of as-recorded near-fault and far-fault strong ground motion records and three different level of Sediment are assumed. Results show that in the near-fault horizontal earthquake with assuming 2 m Sediment height a 3. 67% reduction and with 8 m Sediment height a 10. 33% reduction in dam crest displacement are obtained but in far-fault ground motion reservoir Sediment do not have a sable pattern effect on dam’ s response. Therefore, any dam must be evaluated for Sediment effects on its dynamic response individually.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    KALATEH, FARHOUD, & Gamatloo, Amir. (2020). Investigation of Sediment in the reservoir on Seismic Damage of Concrete Gravity Dam in the Near-Fault and Far-Fault Ground Motions. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 7(2 ), 130-150. SID. https://sid.ir/paper/403933/en

    Vancouver: Copy

    KALATEH FARHOUD, Gamatloo Amir. Investigation of Sediment in the reservoir on Seismic Damage of Concrete Gravity Dam in the Near-Fault and Far-Fault Ground Motions. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2020;7(2 ):130-150. Available from: https://sid.ir/paper/403933/en

    IEEE: Copy

    FARHOUD KALATEH, and Amir Gamatloo, “Investigation of Sediment in the reservoir on Seismic Damage of Concrete Gravity Dam in the Near-Fault and Far-Fault Ground Motions,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 7, no. 2 , pp. 130–150, 2020, [Online]. Available: https://sid.ir/paper/403933/en

    Related Journal Papers

  • No record.
  • 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