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Second-order elastic frame analysis with various solution algorithm methods

عنوان مقاله: Second-order elastic frame analysis with various solution algorithm methods
شناسه ملی مقاله: ARCHITECTURE01_309
منتشر شده در اولین همایش ملی معماری، عمران و محیط زیست شهری در سال 1393
مشخصات نویسندگان مقاله:

Mostafa Fathi Sepahvand۱ - Ph.D. Student at Malayer University, Malayer, Iran
Ahmadreza Jafari - Ph.D. Student at Malayer University, Malayer, Iran

خلاصه مقاله:
In this paper, various types of pseudo-codes for the solution of second order elastic analysis of frame structures are presented. For this purpose five different types solution consisting of Simple Load Control method, Newton-Raphson Load Control method, Displacement Control method, Arc Length Control method and Work Control method are presented. To demonstrate the correctness of presented pseudo-codes we implement them in MATLAB software afterward were solved a numerical example and verified by MASTAN software results

کلمات کلیدی:
Second-order Elastic, Nonlinear, Pseudo-code, Load Control, Displacement Control

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/269851/