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Calculation of buckling load for planar truss structures with multi-symmetry

عنوان مقاله: Calculation of buckling load for planar truss structures with multi-symmetry
شناسه ملی مقاله: NCCE05_532
منتشر شده در پنجمین کنگره ملی مهندسی عمران در سال 1389
مشخصات نویسندگان مقاله:

A Kaveh - Centre of Excellence for Fundamental Studies in Structural Engineering,Iran University of Science and Technology, Narmak, Tehran-۱۶, Iran
L Shahryari - Centre of Excellence for Fundamental Studies in Structural Engineering,Iran University of Science and Technology, Narmak, Tehran-۱۶, Iran

خلاصه مقاله:
In this paper, the region in which the structural system is situated is divided into four subregions, namely upper, lower, left and right subregions. The stiffness matrix of the entire system is then formed and using the existing direct symmetry and reverse symmetry, the relationships between the entries of the matrix are established. Examples are included to illustrate the steps of the method.

کلمات کلیدی:
multi-symmetry, trusses, decomposition, buckling load, graph

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/80814/