• TTA Journal
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• s.107
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• pp.34-40
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• 2006

• Korea Information Processing Society Review
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• v.14 no.2
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• pp.4-10
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• 2007

• Korean Architects
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• no.9 s.69
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• pp.49-56
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• 1974

• Korea Information Processing Society Review
• /
• v.13 no.4
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• pp.117-124
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• 2006

• Polymer Science and Technology
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• v.16 no.3
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• pp.314-322
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• 2005

• Information and Communications Magazine
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• v.24 no.2
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• pp.7-12
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• 2007

• Information Display
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• v.9 no.5
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• pp.24-35
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• 2008

• Proceedings of the Computational Structural Engineering Institute Conference
• /
• 1994.10a
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• pp.55-60
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• 1994

The paper is aimed at investigating the buckling strength of single-layer latticed domes with the geometrically initial imperfection under the uniformly distributed vertical-loading and the partially concentrated equipment-loading. The results show that the effect of initial imperfection on the buckling strength, if the magnitude of equipment-loading is small, is much more sensitive in domes of overall buckling than in domes of member buckling, but with increasing equipment-loading, it is very sensitive both in domes of overall buckling and of member buckling

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1994.04a
• /
• pp.89-94
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• 1994

Latticed domes take form a curved surface by arranged members with certain patterns. For this reason, it is possible for the characteristics of vibration to complicate by change of various parameters of dome; grid-pattern, boundary condition and ratio of radius-height etc. Therefore, it is important to clarify the effect by these parameters before generalized dynamic response analysis. So this study deals with free vibration analysis of latticed domes and makes clear an effect of shape coefficient, that is, geometrical characteristics of latticed domes, on the vibration characteristics.

• Proceedings of the Computational Structural Engineering Institute Conference
• /
• 1994.04a
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• pp.83-88
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• 1994

Recently, the equipments of the structure are increasing remarkably. It is very important to evaluate the stability of the domes under concentrated loading such as a large-scale illuminating, visional, and sound equipment. The paper 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. 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.