کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
11032523 1645553 2018 34 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Design for lateral stability of slender timber beams considering slip in the lateral bracing system
ترجمه فارسی عنوان
طراحی برای ثبات جانبی تخته های چوبی باریک با توجه به لغزش در سیستم ترمز جانبی
کلمات کلیدی
تیرهای چوبی، بی ثباتی، خم شدن پرت کردن، لیز خوردن، مدل سازی غیر خطی،
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی عمران و سازه
چکیده انگلیسی
The present study investigates the significance of potential slip in the bracings of simply supported slender timber members. Three bracing configurations are considered. The first case is that of a timber beam braced at one point at mid-span, the second one braced at two points and the third one braced at three points. Possible slip in the bracing members can for example be due to joint deformation, initial crookedness of purlins and slack (or relaxation) of cables in the stabilizing bay (catenary action). In this study, it is shown that slip in the bracing system can result in a reduced load-bearing capacity (due to larger beam stresses) of the beams. Also, the greater the slip, the greater lateral deflections and consequent bracing forces of the braced member. A simplified approach, using a larger initial geometrical imperfection, to account for potential slip in bracings is also evaluated. This approach is found to work reasonably well in terms of stresses and bracing forces, but underestimates the lateral displacements.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Structures - Volume 16, November 2018, Pages 157-163
نویسندگان
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