سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۸

نویسنده(ها):

a khaloo – department of civil eng sharif university of tech tehran
f shadan – department of civil eng sharif university of tech tehran
p shadan – department of civil and environmental eng amirkabir university of technology tehran

چکیده:

In this paper numerical analysis is performed using LS-DYNA finite element program to predict the behavior of RC squat shear wall strengthened by fiber reinforced polymer numerical results are validated aginst experimental data influence of number of FRP layers considering vaious percentages of vertical web reinforcement and horizontal web reinforcement in wall on the behavior of strengthened wall and FRP strengthening scheme are investigated.