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- W2010080274 abstract "Finite element model which can reflect the effects of different loading positions were constructed with Beam 188. Effects of different restraints, load models and rise-span ratios on out-of-plane buckling were studied by comparing results of fixed arches with that of pin-end arches under three loading models. It is conservative to design by employing results of radial loading. For ideal restraints, out-of-plane stability of pin-end arches is better than fixed arches when rise-span ratio is big. Effects of different loading positions on out-of-plane buckling were studied. Buckling loads of arches which are loaded at arch-axises are bigger than those of top flanges, but smaller than those of bottom flanges." @default.
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- W2010080274 date "2013-09-01" @default.
- W2010080274 modified "2023-09-23" @default.
- W2010080274 title "Out-of-Plane Stability Analysis of I-Section Steel Arch" @default.
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- W2010080274 doi "https://doi.org/10.4028/www.scientific.net/amm.405-408.781" @default.
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