کلیدواژهها
عنوان مقاله English
نویسندگان English
Abstract
Low height beams in concrete moment frames, decrease the ability of beams in controlling lateral displacement
of buildings. Because of that, in the sixth subject from Iranian Regulations of Buildings and its following, in the
3rd edition of Standard 2800, the height of buildings with low height beams has been limited to 3 floors or 10
meters.
According to that, in this study, concrete buildings with different amount of stories and moment frames, with
medium ductility and the height of beams in 30 centimeters, have been analyzed (with linear equivalent static
and spectral dynamic analysis Methods)and designed on the basis of seismic principles in the 2nd and 3rd
edition of Standard 2800. Finally, studies continued with nonlinear static analysis and the performance point of
structures determined (with capacity spectrum and displacement coefficient methods) in 4 levels of different
seismic risks. Studies show that only one or two story buildings that designed with 2nd edition of Standard 2800
have enough safety in design base earthquake level (DBE) and also higher buildings, should go under
rehabilitation.
کلیدواژهها English
مهندسی عمران مدرس