سال انتشار: ۱۳۸۶

محل انتشار: سومین کنگره ملی مهندسی عمران

تعداد صفحات: ۷

نویسنده(ها):

H.Moghaddam – Perofessor of CIVIL Eng.departement , departmant of Civil Engineering sharif University of Technology Tehran
I.Hajirasouliha – Lecturer of Civil eng departmant of civil Engineering University of Science and Culture Tehran
M.A.Rahemi – post Graduate Research student, departmant of Civil Engineering sharif University of Technology tehran

چکیده:

A methodology is presented for optimization of dynamic response of steel moment resistant frames subjected to geismic excitation, based on the concept of uniform distribution of deformation . In order to obtain the optimum distribution of structural properties, an iterative optimization procedure has been adopted. In approach. the structural properties are modified so that inefficient material is gradually shifted from strong to weak areas of a structare. this process is continued until a atate of uniform deformation is achieved. It is shown that the seismic performance of such a structure is optimal, and the structure behaves generally better that those designed by conventional methods. the efficiency of the proposed method has been emphasized for optimum performance-based design of 5, 10 and 15 story steel moment resistant frames subjected to five different strong ground motion records.