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:

445
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Download:

240
مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Cites:

Information Journal Paper

Title

PERFORMANCE EVALUATION OF MASONRY BUILDINGS USING A PROBABILISTIC APPROACH

Pages

  295-307

Keywords

Not Registered.

Abstract

 In many countries, there are traditional houses made of stone, adobe and brick, which perform relatively weakly in earthquakes. To mitigate casualties in future earthquakes, it is necessary to evaluate the current status of these buildings and propose effective methods to retrofit them. One method of evaluating the performance of buildings in earthquakes is through the use of fragility curves. These diagrams show the probability of exceeding a septic state of damage versus seismic intensity parameters, such as PGA, MMI, la, CAV etc. Fragility curves will provide an important basis for analytical methods, based on probabilistic approaches. Much work has been done on bridges, concrete and steel structures, while limited studies have been conducted on masonry buildings. Considering the prevalence of these buildings and the high seismic activity in some regions where they are built, fragility curves for deferent types of masonry buildings are developed in this research. The results obtained show the probable damage to those types of masonry building chosen in this research for deferent earthquake intensities and restates that, by providing horizontal and vertical ties and retorting these buildings, by the methods proposed in some seismic code provisions (such as FEMA 356 and 357), their behavior in earthquakes are apparently effected and structural damage reduced. Furthermore, results indicate that soil type does not significantly influence the seismic behavior of masonry buildings.

Cites

  • No record.
  • References

  • No record.
  • Cite

    APA: Copy

    BAKHSHI, A., & KARIMI, K.. (2008). PERFORMANCE EVALUATION OF MASONRY BUILDINGS USING A PROBABILISTIC APPROACH. SCIENTIA IRANICA, 15(3), 295-307. SID. https://sid.ir/paper/289648/en

    Vancouver: Copy

    BAKHSHI A., KARIMI K.. PERFORMANCE EVALUATION OF MASONRY BUILDINGS USING A PROBABILISTIC APPROACH. SCIENTIA IRANICA[Internet]. 2008;15(3):295-307. Available from: https://sid.ir/paper/289648/en

    IEEE: Copy

    A. BAKHSHI, and K. KARIMI, “PERFORMANCE EVALUATION OF MASONRY BUILDINGS USING A PROBABILISTIC APPROACH,” SCIENTIA IRANICA, vol. 15, no. 3, pp. 295–307, 2008, [Online]. Available: https://sid.ir/paper/289648/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