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STABILITY AND BEHAVIOR OF INHOMOGENEOUS CONCRETE COLUMNS

عنوان مقاله: STABILITY AND BEHAVIOR OF INHOMOGENEOUS CONCRETE COLUMNS
شناسه ملی مقاله: ICCT04_374
منتشر شده در چهارمین کنفرانس بین المللی مقاوم سازی در سال 1391
مشخصات نویسندگان مقاله:

VAHID L. SHAHSAVAR - PhD. Student of Civil Engineering, AZUAC, Azerbaijan University Of Architecture and Construction, Head of Structural Dept., Farbana Consulting Engineers, Urmia, IRAN

خلاصه مقاله:
Stability calculations are critical in structural design can cause significant damage to structural column members. Stability analysis in solid mechanics began with Euler's solution of buckling of an elastic column (Euler, 1744). Most basic linear elastic problems of structural stability were solved by the end of the 19th century, although further solutions have been appearing as new structural types were being introduced. In this research, critical load or stability of inhomogeneous orthotropic reinforced concrete columns have been investigated. Due to the numerous outputs obtained, software package have been written in Matlab and analysis on data and drawing related charts have been done

کلمات کلیدی:
Concrete columns, Inhomogeneous, Stability, Buckling Load

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/207193/