چکیده مقاله
This paper summarizes the results of an extensive study on the seismic response of plane steel Moment Resisting Frames MRFs A new relation to estimate maximum seismic displacement profiles of plane steel Moment Resisting Frames are proposed using genetic programming GP approach This expression is obtained via a statistical analysis on the results of many hundreds of nonlinear dynamic analyses Theinfluence of specific parameters is studied in detail The OpenSees program is adopted for performing the nonlinear dynamic analyses of this paper A comparison of the proposed method with the procedures adopted in current seismic design codes reveals the accuracy and efficiency of the former
کلیدواژهها
نویسندگان
Nadia M.Mirzai
Department of Civil Engineering, Shiraz University, Shiraz, Iran
Hamed Saffari
Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran
Iman Mansouri
Nadia M.Mirzai Department of Civil Engineering, Shiraz University, Shiraz, IranHamed Saffari Department of Civil Engineering, Shahid Bahonar University of Kerman, Kerman, Iran
شیوه ارجاع
M.Mirzai, Nadia and Saffari, Hamed and Mansouri, Iman,1391,Genetic Programming Approach for Prediction of Maximum Displacement Profiles of Plane Steel Moment Resisting Frames,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
مجموعه مقالات نهمین کنگره بین الملی مهندسی عمران19 اردیبهشت 1391 · اصفهان