板锥柱面网壳结构自振特性分析 |
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引用本文: | 和海芳,文献民,魏翠玲.板锥柱面网壳结构自振特性分析[J].河北工程大学学报,2005,22(2):31-33. |
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作者姓名: | 和海芳 文献民 魏翠玲 |
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作者单位: | 河北工程学院土木工程学院 河北邯郸 056038
(和海芳),浙江科技学院 浙江杭州 310023
(文献民),河北工程学院土木工程学院 河北邯郸 056038(魏翠玲) |
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摘 要: | 板锥柱面网壳结构是一种新型的空间结构,此类结构受力合理、整体刚度大、稳定性好,是一种具有广阔发展前景的结构型式。本文基于有限元方法,采用子空间迭代法,研究板锥柱面网壳结构的自振特性;考虑不同跨度、矢跨比、长跨比、网格尺寸对其自振特性的影响;在大量参数分析、计算的基础上,得出了网壳的自振规律,为板锥柱面网壳结构的应用和设计提供理论指导。
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关 键 词: | 板锥柱面网壳 子空间迭代法 自振特性 |
文章编号: | 1007-6743(2005)02-0031-03 |
修稿时间: | 2005年1月3日 |
Study on the performance of free vibration for plate-cone cylindrical reticulated shell |
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Authors: | HE Hai-fang WEN Xian-min WEI Cui-ling |
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Affiliation: | HE Hai-fang~1,WEN Xian-min~2,WEI Cui-ling~1 |
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Abstract: | Plate-cone cylindrical reticulated shell is a new type of space structure pattern. Due to bearing reasonable internal force, integral rigidity and good stability, plate-cone cylindrical reticulated shell is regarded as a new structure pattern which has broad development prospect. Adopting subspace iteration method, this paper is concerned with the study on performance of free vibration of plate-cone cylindrical reticulated shell on the basis of finite element. Effects of structure main parameters, such as different span, the ratio of rise to span, the ratio of long-span and lattice size are researched in detail. Based on analysis and calculation of many parameters, rules of free vibration for plate-cone cylindrical reticulated shell are got. The results are valuable in application and engineering design of plate-cone cylindrical reticulated shell. |
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Keywords: | plate-cone cylindrical reticulated shell subspace iteration method performance of free vibration |
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