Seismic Shear Capacity of Brick Masonry Wall Reinforced by GFRP
Abstract:
By carrying out experiments on eight brick masonry walls with pilasters reinforced by glassfiber reinforced polymer (GFRP), a seismic shear capacity of brick masonry wall structuresis studied in detail. First, the interaction coefficient of the pilaster ψ, modified coefficient δgfi statistic coefficient β and effective participation coefficient ζ are determined. Then, based on failure model of brick masonry walls and truss model of fiber reinforced polymer (FRP), the formulae of seismic shear capacity of brick masonry wall with pilaster reinforced by FRP are established, which have an excellent coincidence with the experimental results obtained from the test; Finally, the simplified design formula of seismic shear capacity of brick masonry wall reinforced by FRP has been proposed in this paper. The design formula can be used for further study or for design reference in brick masonry structures.
Language:
English
Published:
Asian journal of civil engineering, Volume:7 Issue:6, 2007
Page:
563
magiran.com/p548000  
روش‌های دسترسی به متن این مطلب
اشتراک شخصی
در سایت عضو شوید و هزینه اشتراک یک‌ساله سایت به مبلغ 300,000ريال را پرداخت کنید. همزمان با برقراری دوره اشتراک بسته دانلود 100 مطلب نیز برای شما فعال خواهد شد!
اشتراک سازمانی
به کتابخانه دانشگاه یا محل کار خود پیشنهاد کنید تا اشتراک سازمانی این پایگاه را برای دسترسی همه کاربران به متن مطالب خریداری نمایند!