کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
269167 | 504460 | 2007 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Simplified procedure for determining buckling loads of three-dimensional framed structures
دانلود مقاله + سفارش ترجمه
دانلود مقاله ISI انگلیسی
رایگان برای ایرانیان
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
چکیده انگلیسی
A simplified procedure for determining approximate values for the buckling loads of three-dimensional framed structures is developed. The procedure utilises lateral load analysis of structures and yields errors less than 10%, which may be considered suitable for design purposes. The structures with or without rigid floor diaphragms may be considered readily. Buckling loads of both regular and irregular structures may be obtained. The proposed procedure is applied to several numerical examples and it is shown that all the errors are in the acceptable range and generally on the safe side. Determining the buckling loads of structures using SAP2000 is also discussed.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 29, Issue 9, September 2007, Pages 2344–2352
Journal: Engineering Structures - Volume 29, Issue 9, September 2007, Pages 2344–2352
نویسندگان
Konuralp Girgin, Gunay Ozmen,