The effect of rotational imperfection on the buckling and post-buckling behaviour of steel frames
Editorial
10.22099/ijstc.2012.648
Abstract
In this paper the behaviour of steel frames is investigated under an applicable range of initial rotational geometric imperfection in joints, which are mostly created during the manufacturing process. A nonlinear analysis is applied in both geometry and material behaviour of steel frames. The results show considerable reduction in buckling and ultimate load carrying capacity of portal frames, when they are affected by a rotational imperfection
(2012). The effect of rotational imperfection on the buckling and post-buckling behaviour of steel frames. Iranian Journal of Science and Technology Transactions of Civil Engineering, 36(1), 93-96. doi: 10.22099/ijstc.2012.648
MLA
. "The effect of rotational imperfection on the buckling and post-buckling behaviour of steel frames", Iranian Journal of Science and Technology Transactions of Civil Engineering, 36, 1, 2012, 93-96. doi: 10.22099/ijstc.2012.648
HARVARD
(2012). 'The effect of rotational imperfection on the buckling and post-buckling behaviour of steel frames', Iranian Journal of Science and Technology Transactions of Civil Engineering, 36(1), pp. 93-96. doi: 10.22099/ijstc.2012.648
VANCOUVER
The effect of rotational imperfection on the buckling and post-buckling behaviour of steel frames. Iranian Journal of Science and Technology Transactions of Civil Engineering, 2012; 36(1): 93-96. doi: 10.22099/ijstc.2012.648
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