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هفتمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله
جزئیات رویداد
همایش ، رویداد ، ژورنال
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  • seismic performance assessment of multistory buildings with non structural hollow clay tile infills

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    جزئیات بیشتر مقاله
    • تاریخ ارائه: 1394/02/01
    • تاریخ انتشار در تی پی بین: 1394/02/01
    • تعداد بازدید: 773
    • تعداد پرسش و پاسخ ها: 0
    • شماره تماس دبیرخانه رویداد: -
     in recent years, walls made by hollow clay tiles (hct), have been used as a common partitions in iran and other countries. these partitions are generally thought as non-structural elements and hence not considered in analysis and design of buildings; this is due to the lack of information about the seismic performance of partitions. in this study, based on experimental tests, a new analytical backbone curves are proposed to simulate the performance of hct partitions. partitions considered in this study have two types of overlays (plaster + browning plaster and cement), r.c. frames are in 3 and 6 stories and opensees software is used for non-linear modelling. the effect of presence of this type of partitions in seismic performance of r.c. frames is investigated by modal and nonlinear push-over analysis. it has been observed that the presence of the wall makes a significant reduction in fundamental period of frames while the changes in mode shapes are not considerable. on the other hand, the deformation capacity of the frames decreases.

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