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:

891
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

GEOMETRICALLY NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAMS

Pages

  71-80

Keywords

Not Registered.

Abstract

 In this research, suitable models for large deformation analysis of concrete arch dams and other similar concrete structures are investigated and by considering arch dam special features and properties, proper model for its large displacement analysis is presented. Major abilities of the prepared computer code in geometric nonlinear analysis of structures is introduced and after its basic verifications a nonlinear analysis of the Morrow Point dam using the Saint-Venant –Kirchhoff model for large displacements is carried out under the case of an intensive ground motion. Foundation is considered as rigid and fluid-structure interaction is approximated by the modified Westergaard added mass concept. It is indicated that considering large deformation effects reduce the displacement response of dam. This reduction is about 8 % in respect to linear dynamic analysis in peak responses. On the other hand, large deformation effects reduce compression stresses and increases tensile ones. Values of these changes are about 9 % for compression and 6% for tension. It seems that for large seismic loads a consistent inclusion of this type of nonlinearity is necessary in order to grasp aproper image of cotlcrete arch dam dynamic real response.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    MORADLOU, J., AHMADI, M.T., & VAHDANI, SH.. (2008). GEOMETRICALLY NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAMS. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), 19(2), 71-80. SID. https://sid.ir/paper/65949/en

    Vancouver: Copy

    MORADLOU J., AHMADI M.T., VAHDANI SH.. GEOMETRICALLY NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAMS. INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN)[Internet]. 2008;19(2):71-80. Available from: https://sid.ir/paper/65949/en

    IEEE: Copy

    J. MORADLOU, M.T. AHMADI, and SH. VAHDANI, “GEOMETRICALLY NONLINEAR DYNAMIC ANALYSIS OF CONCRETE ARCH DAMS,” INTERNATIONAL JOURNAL OF INDUSTRIAL ENGINEERING AND PRODUCTION MANAGEMENT (IJIE) (INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE) (PERSIAN), vol. 19, no. 2, pp. 71–80, 2008, [Online]. Available: https://sid.ir/paper/65949/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