چکیده مقاله
The accuracy of ET method in predicting the response of steel frames in nonlinear analysis is investigated by considering a simple set of MDOF steel frames Elastic Perfectly Plastic material model has been assumed Results computed with ET method are compared with the results of nonlinear response history analyses It is shown that in most of the frames, estimations of ET analysis for maximum interstory drift ratio are less than nonlinear response history analysis results The dispersion of the results of nonlinear response history analysis for the frames that experience more nonlinearity is high The consistency of the base shears obtained by two methods is acceptable
کلیدواژهها
نویسندگان
حسین تاجمیر ریاحی
PhD candidate, Sharif university of technology, Iran
Homayoon E. Estekanchi
Associate professor, Sharif university of technology, Iran
شیوه ارجاع
Tajmir Riahi, Hossein and Estekanchi, Homayoon E.,1388,Application of ET method for estimation of inelastic deformation demands of steel frames,8th International Congress on Civil Engineering,Shiraz
ارائهشده در
مجموعه مقالات هشتمین کنگره بین المللی مهندسی عمران21 اردیبهشت 1388 · شیراز