سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۷

نویسنده(ها):

H Moghaddam – Professor of Civil Eng. Department, Sharif University of Technology
N Goudarzi – M.Sc. of Earthquake Engineering, Sharif University of Technology

چکیده:

in retrofitting projects it is common practice in iran to strengthen beams under heavy masonry walls when designed in accordance with irans loading code however if stiffness of the wall and arching action produced in the masonry wall is taken into account there would be no need for retrofit of such beams . in this paper several FEM analyses are conducted on infilled frames under self weight to investigate the composite action between wall and the frame.