| 独斜塔斜拉桥风振效应分析 |
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| 引用本文： | 何康.独斜塔斜拉桥风振效应分析[J].山西建筑,2013(36):188-189. |
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| 作者姓名： | 何康 |
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| 作者单位： | 兰州交通大学,甘肃兰州730070 |
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| 摘 要： | 以马新斜拉大桥主桥为背景,运用二维颤振理论,并建立结构有限元计算模型对该桥的动力特性进行了分析,得到了周期和振型特征,并与设计要求作了对比,完成了对该桥的研究.
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| 关 键 词： | 独斜塔 风振 动力分析 |
Analysis on flatter effect cable-stayed bridge with single pylon |
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| HE Kang.Analysis on flatter effect cable-stayed bridge with single pylon[J].Shanxi Architecture,2013(36):188-189. |
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| Authors: | HE Kang |
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| Affiliation: | HE Kang ( Lanzhou Jiaotong University, Lanzhou 730070, China) |
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| Abstract: | With the background of Maxin Bridge, the article analysis the bridge dynamic by using finite element method, and reached the periods and vibration model features of the bridge. Applying theoretical analysis of two-dimensional flutter, the article compared with the design require- ments. Having completed the analysis of the bridge. |
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| Keywords: | single pylon bridge flutter dynamic analysis |
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