Lateral buckling of beams
Publish place: 1st National Conference on Civil Engineering & Architecture & Sustainable Development
Publish Year: 1393
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
CEASD01_244
تاریخ نمایه سازی: 15 بهمن 1393
Abstract:
In determining elastic lateral buckling strength of beamss man code of practice do not take into account the restraining effects of adjacent spans of the beam on the buckling capacity in this articles a simple and eas to use approximate method has been proposed for evaluating elastic lateral buckling strength of beams. Parametric studies have been carried out to demonstrate the results obtained by this approach and compared with those obtained through exact solution.
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Authors
seyed ahmad vaziri
lecturer dept.of civil engineering yazd branch islamic azad university yazd iran