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:

1,021
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

EXPERIMENTAL STUDY OF STEEL PLATE SHEAR WALLS WITH COMPOSITE STEEL INFILL PLATESUNDER CYCLIC LOADING

Pages

  155-169

Abstract

 In this paper, nonlinear behavior of COMPOSITE STEEL PLATE SHEAR WALL systems, in which steel infill plate is strengthened by fiber reinforced polymer (FRP) layers, are experimentally investigated. Tests are designed to evaluate the effect of glass- FRP layers, layers number of GFRP and orientation of GFRP layers on the STIFFNESS, shear strength, cumulative dissipated energy and other seismic parameters in the COMPOSITE STEEL PLATE SHEAR WALL. Experimental models are scaled one-story steel shear panel model, with hinge type connections of boundary elements at four corners. In the first test, unstiffened steel infill plate is used for test. In the next four tests, strengthened steel infill plates are being used with different number and orientation of GFRP layers. Each test was performed under fully reversed cyclic quasi-static loading in the elastic and inelastic response zones of the specimens, in compliance with ATC-24 (1992) test protocol. The experimental results indicate that by strengthening infill steel plate yield strength, ultimate shear strength and cumulative dissipated energy can be significantly increased.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    NATEGHI ALAHI, F., & KHAZAEI POUL, M.. (2016). EXPERIMENTAL STUDY OF STEEL PLATE SHEAR WALLS WITH COMPOSITE STEEL INFILL PLATESUNDER CYCLIC LOADING. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 27(1), 155-169. SID. https://sid.ir/paper/195979/en

    Vancouver: Copy

    NATEGHI ALAHI F., KHAZAEI POUL M.. EXPERIMENTAL STUDY OF STEEL PLATE SHEAR WALLS WITH COMPOSITE STEEL INFILL PLATESUNDER CYCLIC LOADING. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2016;27(1):155-169. Available from: https://sid.ir/paper/195979/en

    IEEE: Copy

    F. NATEGHI ALAHI, and M. KHAZAEI POUL, “EXPERIMENTAL STUDY OF STEEL PLATE SHEAR WALLS WITH COMPOSITE STEEL INFILL PLATESUNDER CYCLIC LOADING,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 27, no. 1, pp. 155–169, 2016, [Online]. Available: https://sid.ir/paper/195979/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