سال انتشار: ۱۳۹۱

محل انتشار: نهمین کنگره بین المللی مهندسی عمران

تعداد صفحات: ۸

نویسنده(ها):

Mussa Mahmoudi – Assistant professor, Shahid Rajaee Teacher Training University,Lavizan,Tehran,Iran
Reza Fazli – Shahid Rajaee Teacher Training University,Lavizan,Tehran,Iran

چکیده:

Masonry-infilled RC frames have been used in buildings for architectural and structural purposes. For Seismic behavior improvement, assessment of masonry-infilled frames is necessary. Masonry-infilled RC frames is such a usual structural method that if these frames been designed adequate would improve seismic performance of structure. In this article seismic behavior of masonry-infilled RC frames subjected to push-over analysis has been assessed by using ABAQUS. After verification , RC frame with masonry infill has been modeled and has been strengthened with shotcrete. The result of two cases has been compared and show that the strengthened ones are better in strength and stiffness and ductility