| 弧形钢闸门梯形刚架稳定性的有限元分析 |
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| 引用本文： | 何运林.弧形钢闸门梯形刚架稳定性的有限元分析[J].西北农林科技大学学报(社会科学版),1989(2):35-41. |
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| 作者姓名： | 何运林 |
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| 作者单位： | 西北农业大学水利系 |
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| 摘 要： | 在水库和水电站等工程中,弧形钢闸门梯形刚架的稳定性可采用有限元法进行研究。研究中考虑了侧止水橡皮的弹性抗力及梁柱的单位刚度比。研究结果表示为弧门梯形刚架柱的有效长度系数及临界荷载。
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| 关 键 词： | 弧形钢闸门 稳定性 有限元分析 有效长度系数 临界荷载 |
THE FINITE ELEMENT ANALYSIS OF STABILITY OF TRAPEZOIDAL FRAMES OF STEEL RADIAL GATES |
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| He Yunlin.THE FINITE ELEMENT ANALYSIS OF STABILITY OF TRAPEZOIDAL FRAMES OF STEEL RADIAL GATES[J].Journal of Northwest Sci-Tech Univ of Agr and,1989(2):35-41. |
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| Authors: | He Yunlin |
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| Institution: | Water Conservancy Department |
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| Abstract: | The finite element analysis is used to analyse stability of trapezoidal frames of steel radial gates in reservoirs, hydroelectric power stations, etc. The elastic resistance of the side seal rubbers and unit stiffness ratio for girder to column are considered in this study. Results are expressed in terms of the effective length factors and the critical load of trapezoidal frame column in radial gates. |
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| Keywords: | Steel radial galej stability finite element analysis effective length factorj critical load |
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