Geometric and Material Nonlinear Behavior Evaluation of Steel Moment Frames by Stability Functions
عنوان مقاله: Geometric and Material Nonlinear Behavior Evaluation of Steel Moment Frames by Stability Functions
شناسه ملی مقاله: AUCS02_018
منتشر شده در دومین همایش تدبیر معماری، شهرسازی، عمران و جغرافیا در توسعه پایدار در سال 1398
شناسه ملی مقاله: AUCS02_018
منتشر شده در دومین همایش تدبیر معماری، شهرسازی، عمران و جغرافیا در توسعه پایدار در سال 1398
مشخصات نویسندگان مقاله:
Abolfazl Jalili Sheshbahreh - University, Najafabad, Iran
Mohsen Izadinia - University, Najafabad, Iran
خلاصه مقاله:
Abolfazl Jalili Sheshbahreh - University, Najafabad, Iran
Mohsen Izadinia - University, Najafabad, Iran
Computer enhancements make it possible to combine the theory of plasticity and sustainability known as advanced analysis. In this paper, the structural capacity diagram of a imperfections in the PAAP software using the advanced analysis. It was determined that the maximum reduction in load capacity was due to imperfections in the displacement of 0.20 m and at 7.88%. The effect of local buckling phenomenon was also examined with the help of changes in the software. The maximum reduction in load capacity for 1 and 2-storey frames was 2.90 and 1.6 times, respectively.
کلمات کلیدی: advanced analysis, nonlinear geometry and material, second order effects, initial geometric imperfections, local buckling.
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/910073/