Study on enough expansion joint of R/C building in earthquake event

سال انتشار: 1394
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 634

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تاریخ نمایه سازی: 8 آبان 1395

چکیده مقاله:

During an earthquake, different seismic behavior of adjacent buildings, causing the collision and impact which are critical loading conditions in comparison with no-collision condition causes. Amount of buildings without construction join, increases the importance of investigating this issue. In order to evaluate the effect of impact force on the seismic performance of RC frame structures, two buildings of 4 and 6 story reinforced concrete frame were selected and their seismic performance under the impact of the collision phenomenon is examined. At first frames were designed in SAP software and then have been modeled in OpenSEES software with different heights, hardness under earthquake records, and were analyzed by a set of nonlinear dynamic time history analysis. Then seismic response of these models is investigated through base shear and roof displacement.


Roya Moghabeli

Msc student of science and culture University of Tehran,

Hossein Parastesh

Assistant Professor, Technical and Engineering department of science and culture University of Tehran.

Hamid Lotfollahian

PhD, Gazi University of Ankara

Mohammad Parvaresh

Msc student of Islamic Azad University, Maraghe branch