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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 26
ADVANCES IN COMPUTATIONAL MECHANICS Edited by: M. Papadrakakis and B.H.V. Topping
Paper II.2
Buckling Characteristics of Single Layer Latticed Domes under Equipment Loading H.M. Jung*, Y.H. Kwon# and M. Yamada+
*Institute of Construction Technology, Daedong Co., Seoul, Korea
H.M. Jung, Y.H. Kwon, M. Yamada, "Buckling Characteristics of Single Layer Latticed Domes under Equipment Loading", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Computational Mechanics", Civil-Comp Press, Edinburgh, UK, pp 33-40, 1994. doi:10.4203/ccp.26.2.2
Abstract
Recently, the facilities for equipments of the
structure such as a large scale illuminating, visional
and audio equipment are increasing remarkably.
These concentrated loading might be give rise to
overall collapse of structure. This study is aimed at
investigating the buckling characteristics of single
layer latticed domes with triangular network under
the uniformly distributed vertical loading and the
partially concentrated equipment loading. And this
study estimated the effect of geometrically initial
imperfection on the buckling characteristics of domes
with these loading conditions. The results show that
the effects of the equipment loading on the buckling
strength is much more sensitive in domes of overall
buckling than in domes of member buckling.
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