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:

1,375
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

ASSESSMENT OF ACCURACY THE NONLINEAR STATIC ANALYSIS IN DETERMINING BEHAVIOR FACTOR REINFORCED CONCRETE MOMENT-RESISITING FRAMES

Pages

  13-22

Abstract

 Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors. Applying the non-linear static analysis and make ideals pushover curves obtained from its, including conventional in determining behavior factor. The purpose of this study is evaluating the accuracy of nonlinear static analysis in determining behavior factor reinforced concrete moment-resisiting frames by performing nonlinear INCREMENTAL DYNAMIC ANALYSIS that is a more accurate analysis by considering the damping, dynamic nature of the load and higher modes effects. The RESPONSE MODIfiCATION FACTORS for reinforced concrete moment-resisiting frames obtained in this study by performing nonlinear INCREMENTAL DYNAMIC ANALYSIS  are difference about %13 those obtained by pushover analyses analysis. The results of nonlinear INCREMENTAL DYNAMIC ANALYSIS are generally more than those obtained from PUSHOVER ANALYSIS.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    HABIBI, ALI REZA, & GHOLAMI, REZA. (2015). ASSESSMENT OF ACCURACY THE NONLINEAR STATIC ANALYSIS IN DETERMINING BEHAVIOR FACTOR REINFORCED CONCRETE MOMENT-RESISITING FRAMES. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 2(3), 13-22. SID. https://sid.ir/paper/252591/en

    Vancouver: Copy

    HABIBI ALI REZA, GHOLAMI REZA. ASSESSMENT OF ACCURACY THE NONLINEAR STATIC ANALYSIS IN DETERMINING BEHAVIOR FACTOR REINFORCED CONCRETE MOMENT-RESISITING FRAMES. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2015;2(3):13-22. Available from: https://sid.ir/paper/252591/en

    IEEE: Copy

    ALI REZA HABIBI, and REZA GHOLAMI, “ASSESSMENT OF ACCURACY THE NONLINEAR STATIC ANALYSIS IN DETERMINING BEHAVIOR FACTOR REINFORCED CONCRETE MOMENT-RESISITING FRAMES,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 2, no. 3, pp. 13–22, 2015, [Online]. Available: https://sid.ir/paper/252591/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