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گواهی نمایه سازی مقاله Calculating the Buckling Load and Eigenfrequencies of Regular Frames by Using the Canonical the Cartesian Product of Graphs

عنوان مقاله: Calculating the Buckling Load and Eigenfrequencies of Regular Frames by Using the Canonical the Cartesian Product of Graphs
شناسه (COI) مقاله: NCTOCE01_005
منتشر شده در کنفرانس ملی تکنیکهای نوین محاسباتی و بهینه سازی در مهندسی عمران در سال ۱۳۹۲
مشخصات نویسندگان مقاله:

Rahman Mirzaei - Member of Civil Engineering Faculty, Islamic Azad University, Bonab Branch, Bonab, Iran
Vafa Morsali - Member of Civil Engineering Faculty, Islamic Azad University, Saghez Branch, Saghez, Iran
Hiwa Noamani - Member of Civil Engineering Faculty, Islamic Azad University, Saghez Branch, Saghez, Iran

خلاصه مقاله:
With respect to that many structural models can be generated as the graph products of two or three subgraphs known as their generators and Some of them consist ofCartesian, Strong Cartesian, Direct and Lexicographic products then In this paper a special method is presented for calculating the buckling loads and free vibration analysis of symmetric regular frames without sway. In this method the model of structures formed as the Cartesian product of its weighted generators, then by using the canonical forms the critical load and eigenfrequencies are obtained. Examples are provided to illustrate the simplicity and efficiency of the present method

کلمات کلیدی:
Buckling load; Eigenfrequencies; Decomposing; weighted graph; Symmetry;Regular frames; Cartesian product

صفحه اختصاصی مقاله و دریافت فایل کامل: https://www.civilica.com/Paper-NCTOCE01-NCTOCE01_005.html