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:

286
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

334
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Seminar Paper

Title

SEISMIC PERFORMANCE OF C-PSW

Pages

  -

Abstract

 THE STUDY ALSO SHOWS THAT DESIGN AXIAL FORCES AND MOMENTS IN THE BOUNDARY COLUMNS DESIGNED ACCORDING TO CAPACITY DESIGN CONCEPTS ARE IN GOOD AGREEMENT WITH THOSE OF THE NONLINEAR SEISMIC ANALYSES. A SERIES OF C-PSWS WITH DIFFERENT GEOMETRY ARE DESIGNED AND ANALYSED TO EVALUATE THE CURRENT PERIOD FORMULA IN BUILDING CODES. IT IS OBSERVED THAT THE CURRENT CODE PREDICTS PERIODS THAT ARE GENERALLY SHORTER THAN THE PERIODS OBTAINED FROM FINITE ELEMENT ANALYSIS. AN IMPROVED SIMPLE FORMULA FOR ESTIMATING THE FUNDAMENTAL PERIOD OF C-PSW IS DEVELOPED BY REGRESSION ANALYSIS OF THE PERIOD DATA OBTAINED FROM ANALYSIS OF THE SELECTED C-PSWS. FINALLY, TWO EQUATIONS FOR DETERMINING SHEAR STUD SPACING AND THICKNESS OF REINFORCED CONCRETE PANEL FOR THE C-PSWS ARE PROPOSED. THE STUDY ALSO SHOWS THAT DESIGN AXIAL FORCES AND MOMENTS IN THE BOUNDARY COLUMNS DESIGNED ACCORDING TO CAPACITY DESIGN CONCEPTS ARE IN GOOD AGREEMENT WITH THOSE OF THE NONLINEAR SEISMIC ANALYSES. A SERIES OF C-PSWS WITH DIFFERENT GEOMETRY ARE DESIGNED AND ANALYSED TO EVALUATE THE CURRENT PERIOD FORMULA IN BUILDING CODES. IT IS OBSERVED THAT THE CURRENT CODE PREDICTS PERIODS THAT ARE GENERALLY SHORTER THAN THE PERIODS OBTAINED FROM FINITE ELEMENT ANALYSIS. AN IMPROVED SIMPLE FORMULA FOR ESTIMATING THE FUNDAMENTAL PERIOD OF C-PSW IS DEVELOPED BY REGRESSION ANALYSIS OF THE PERIOD DATA OBTAINED FROM ANALYSIS OF THE SELECTED C-PSWS.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    Yadegari, Alireza, Pachideh, Ghasem, Gholhaki, Majid, & SHIRI, MORTEZA. (2016). SEISMIC PERFORMANCE OF C-PSW. INTERNATIONAL CONFERENCE OF CIVIL ENGINEERING ARCHITECTURE AND URBAN PLANNING ELITES. SID. https://sid.ir/paper/938805/en

    Vancouver: Copy

    Yadegari Alireza, Pachideh Ghasem, Gholhaki Majid, SHIRI MORTEZA. SEISMIC PERFORMANCE OF C-PSW. 2016. Available from: https://sid.ir/paper/938805/en

    IEEE: Copy

    Alireza Yadegari, Ghasem Pachideh, Majid Gholhaki, and MORTEZA SHIRI, “SEISMIC PERFORMANCE OF C-PSW,” presented at the INTERNATIONAL CONFERENCE OF CIVIL ENGINEERING ARCHITECTURE AND URBAN PLANNING ELITES. 2016, [Online]. Available: https://sid.ir/paper/938805/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